WQ0031131_Regional Office Physical File Scan Up To 10/14/2021

Y R
Division of Water Resources
To: f`AR`O+WS>_R0S— :I' aa`ndon D' avid oMlZaii ftWe
State of North Carolina
Department of Environmental Quality
Division of Water Resources
WATER QUALITY REGIONAL OPERATIONS SECTION
NON -DISCHARGE APPLICATION REVIEW REQUEST FORM
July 2, 2019
JUL 0 5 2019
From: Poonam Giri, Water Quality Permitting Section - Non -Discharge Branch
Water Quality Regional Operations
Asheville Regional Office
Permit Number: WQ0031131 Permit Type: Single -Family Residence Wastewater Irrigation
Applicant: DRM Investment Properties, LLC
Owner Type: Organization
FacilityName: Catawba Falls Lot #195 SFR
Signature Authority: Dr. Michael A. Keir
Address: 10601 Gandy Blvd N. - Unit #5114, St. Petersburg, FL 33702
Fee Category: Single -Family Residence Wastewater Irrigiaton
Comments/Other Information:
Project Type: Change of Ownership
Owner in BIMS? No
Facility in BIMS? Yes
Title: Owner
County: McDowell
Fee Amount: $0 - Minor Mod
Attached, you will find all information submitted in support of the above -referenced application for your review,
comment, and/or action. Within 45 calendar days, please take the following actions:
® Return this form completed.
® Return a completed staff report.
❑ Attach an Attachment B for Certification. ❑ Issue an Attachment B Certification
When you receive this request form, please write your name and dates in the spaces below, make a copy of this sheet, and
return it to the appropriate Central Office Water ualhy Permitting Section contact person listed above.
RO-WQROS Reviewer: m'� ti 'tt^u f Date: -I-
FORM: WQROSNDARR 09-15 Page 1 of 1

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
DR. MICHAEL H. KEIR
10601 GANDY BLVD N. `UNIT #5114
ST. PETERSBURG, FL 33702
Dear Mr. Keir:
NORTH CAROLINA
Environmental Quality
July 2, 2019
Subject: Acknowledgement of
Application No. W00031131
Catawba Falls Lot # 195 SFR
Single -Family Residence
Wastewater Irrigation System
McDowell County
The Water Quality Permitting Section acknowledges receipt of your permit application and
supporting documentation received on July 1, 2019. Your application package has been assigned the
number listed above, and the primary reviewer is Poonam Giri.
Central and Asheville Regional Office staff will perform a detailed review of the provided
application, and may contact you with a request for additional information. To ensure maximum efficiency
in processing permit applications, the Division of Water Resources requests your assistance in providing a
timely and complete response to any additional information requests.
'I
Please note that processing standard review permit applications may take as long as 60 to 90 days
after receipt of a complete application. If you have any questions, please contact
Poonam Giri at [phone] or [e-mail].
Sincerely,
Nathaniel D. Thornburg, Supervisor
Division of Water Resources I
cc: '-shhim"I �7Beg>ona Ice .ate f ua i eglona perattons
e� rmit File W00031131
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh. North Carolina 27699-1617
xwmr.mirv�
919.707.9000

State of North Carolina
RECENEDIIvCDF�IDWR Department of Environmental Quality
Division of Water Resources
W__
JUL - 1 2019 NON -DISCHARGE PERMIT OWNERSHIP/NAME CHANGE
Divlslon of Water Resources INSTRUCTIONS FQR FORM: NDPONC 06-16 & SUPPORTING DOCUMENTATION
permi 1n
This form is for ownership changes or name changes of a non -discharge system permit. Please note that "Permtttee"
references the existing permit holder, and that "Applicant" references the entity applying for the ownership/name change.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website
A. Non -Discharge Permit Ownership/Name Change (FORM: NDPONC 06-16) Application (All Applications):
❑ Submit an original completed and appropriately executed Non -Discharge Permit Ownership/Name Change (FORM: NDPONC
06-16) application.
❑ The Existing Permittee's Certification shall be signed in accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T
.0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from a person who
meets the criteria in 15A NCAC 02T .0106(b).
❑ The Applicant's Certification shall be signed in accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an
alternate person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria
in 15A NCAC 02T .0106(b).
B. Existing Permit (All Applications):
❑ Submit a copy of the most recently issued permit.
C. Property Ownership Documentation (All Applications):
➢ Per 15A NCAC 02T .0504(f), 15A NCAC 02T .0604(e), 15A NCAC 02T .0704(f), 15A NCAC 02T .0804, 15A NCAC 02T
.1004(d), 15A NCAC 02T .I 104(d)(7), 15A NCAC 02T .1104(e)(5), 15A NCAC 02U .0201(e) or 15A NCAC 02U .0202(f),
the Applicant shall demonstrate they are the owner of all property containing the non -discharge system facilities:
❑ Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ Written notarized lease agreement that specifically indicates the intended use of the property and has been signed by both
parties, as well as a plat or survey map. Lease agreements shall adhere to the requirements of I SA NCAC 02L .0107.
D. Certificate of Public Convenience and Necessity (All Applications where the Applicant is a Privately -Owned Public Utility):
❑ Per 15A NCAC 02T .0115(a)(1), provide one copy of the Certificate of Public Convenience and Necessity from the North
Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served
by the non -discharge system.
E. Operational Agreements (All Applications where the Applicant is a Home/Property Owners' Association or Developer of lots to
be sold):
➢ Home/Property Owners' Associations
❑ Per 15A NCAC 02T.01 15(c), submit an original properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit an original proposed or approved Articles of Incorporation, Declarations and By-
laws.
➢ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit an original of the properly executed Operational Agreement (FORM: DEV).
F. Operation and Maintenance Agreement (All Applications for Single -Family Wastewater Irrigation Systems): '
❑ Per 15A NCAC 02T .0604(h), submit an original of a notarized Operation and Maintenance Agreement (FORM: SFRW WIS
O&M) that has been signed and dated by all deeded property owners.
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE BRANCH
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
By Courier/Special Delivery:
512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
INSTRUCTIONS FOR FORM: NDPONC 06-16 & SUPPORTING DOCUMENTATION Page 1 of 1

Dl� State of North Carolina
Department of Environmental Quality
Division
NON -DISCHARGE PERMIT OWNERSHIP/NAME CHANGE
Divlslon of Water Resources JUL _ 1 Z019 FORM: NDPONC 06-16
I. EXISTING PERMFFTEE INFORMATIO 1`{Non-Dtfing Unit
�errnitting Unit
1. Permittee's name: Larry C. and Carol L. Kreider
2. Signature authority's name: per 15A NCAC 02T .0106(b) Title:
3. Permittee's mailing address:
City: _ State: Zip.
4. Permittee's contact information: Phone number: (_) _ _ Email Address:
5. Demonstration of historical consideration for permit approval — 15A NCAC 02T .0120:
Has the Permittee or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.6B? ❑ Yes or ❑ No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ❑ No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ❑ No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or ❑ No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or ❑ No
H. FACILITY INFORMATION:
1. Facility name: Catawba Falls Lot # 195 SFR
2. Facility's physical address: Catawba Falls Lot 195
City: Black Mountain State: NC Zip: 28711-_ County: McDowell
III. PERMIT INFORMATION:
1. Existing permit number: W00031131 and most recent issuance date: October 20, 2015
2. Existing permit type: Single -Family Residence Wastewater Irrigation
3. Reason for the permit application: Change of Ownership
4. Has the facility been constructed? ❑ Yes or ® No
IV. APPLICANT INFORMATION:
1. Applicant's name: DRM Invests ent Pro erties LLC
2. Signature authority's name:VC)
r I SANCACO2T.0106 Title:3. Applicant's mailing address: &,-N�tt y fi1V - iN. , V h I �
CityS k4 State: � Zip3
: 3[42�,,
4. Applicant's contact information: Phone number: ( �zPIP �/f j Email Address:�Dn& k.f y�@ jty4t
5. Demonstration of historical consideration for permit approval — 15A NCAC 02T .0120:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following? �/
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.6B? ❑ Yes or � No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? El Yes or�3do
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ✓U No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)7 ❑ Yes on0`No
FORM: NDPONC 06-16 Pagel of2

Existing Permittee's Certification per 15A NCAC 02T .0106(b):
that this application for
(Signature Authority's name & title from Application Item I.2.)
(Facility name from Application Item II.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that prior to reissuance of the permit
into the Applicant's name, any discharge of wastewater from this non -discharge system to surface waters or the land will result in an
enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the
Division of Water Resources should a condition of the existing permit be violated. I also understand that if all required parts of this
application package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete. I further certify that the existing Permittee or any affiliate has not been convicted of an
environmental crime, has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where
all appeals have been exhausted or abandoned, are compliant with any active compliance schedule, and do not have any overdue annual
fees per 15A NCAC 02T .0105(e).
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Applicant's Certification per 15A NCAC 02T .0106(b):
Date:
I /42��� �wt9P�t/ attest that this application for
(Signature Au ority's name & titfe from Application Item IV.2.)
Catawba Falls Lot # 195 SFR
(Facility name from Application Item II.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that after reissuance of the permit
into the Applicant's name, any discharge of wastewater from this non -discharge system to surface waters or the land will result in an
enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the
Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete. I further certify that the Applicant or any affiliate has not been convicted of an environmental
crime, has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where all appeals have
been exhausted or abandoned, are compliant with any active compliance schedule, and do not have any overdue annual fees per 15A
NCAC 02T .0105(e).
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil enalties p to $25,000 per violation.
Signature: ��� Date: ZI h/ 07
FORM: NDPONC 06-16 Page 2 of 2

State of North Carolina
Department of Environmental Quality
Division of Water Resources
ON
15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
OPERATION AND MAINTENANCE AGREEMENT
FORM: SFRWWIS O&M 06-16
Division of Water Resources
Permit No. W00031131 ,vl / County: McDowell /n
Properly owner(s) as appearing on the recorded deed: Dr
Mailing address: 1 066 aYo, VAI'k Jr4-' P AI''o 1FZ_ 332ap,
Facility address: Catawba Falls Lot #195
Irrigation Method: ❑ SPRAY ® DRIP
We agree to operate and maintain the single-family residence wastewater treatment and irrigation system as follows once
constructed:
1. The Permittee is responsible for the operation and maintenance of the entire wastewater treatment and irrigation
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed.
b. The septic tank effluent filter shall be checked and cleaned annually.
c. Accessible sand filter surfaces shall be raked and leveled every six months and any vegetative growth shall be
removed manually.
d. ❑ The tablet chlorinator shall be checked weekly. Wastewater grade tablets (calcium hypochlorite) shall be
added as needed to provide proper chlorination (pool chlorine tablets shall not be used), OR
® The ultraviolet disinfection unit shall be checked weekly. The lamp(s) and quartz sleeve(s) shall be cleaned
or replaced as needed to ensure proper disinfection.
e. All pump and alarm systems shall be inspected monthly.
f. The irrigation system shall be inspected monthly to ensure that the system is free of leaks, that adirrigation
equipment is operating as designed, that vegetative growth does not interfere with the system inspection or
operation, that the soil is assimilating the disposed treated wastewater with no visible runoff or ponding, and
that no objectionable odors are being generated.
2. Failure to pay the annual fee shall be cause for the Division to revoke the permit pursuant to 15A NCAC 02T
.0105(e)(3).
3. The Permittee's failure to properly operate this system is subject to a penalty up to $25,000 per day.
4. Failure to meet the permit conditions or violation of the State's surface water or groundwater regulations may void
the permit.
FORM: SFRWWIS O&M 06-16 1 Pagel of2

State of North Carolina , . ,
Department of Environmental Quality
Division of Water Resources
W15A NCAC 02T .0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEMS
OPERATION AND MAINTENANCE AGREEMENT
of Water Resources FORM: SFRW WIS O&M 06-16
All owners appearing on the legally recorded property deed shall sign this Operation & Maintenance A reement
We understand the above requirements and agree to these terms as part of the issued permit.
Owner Signature: �t ,:AA Date: V
Owner Signature:
Date:
FORM: SFRW WIS O&M 06-16 Page 2 of 2

Water Resources
ENVIRONMENTAL QUALITY
MICHAEL KEIR — MANAGING MEMBER
DRM INVESTMENT PROPERTIES, LLC
2400 FEATHER SouND DRIVE #112
CLEARWATER, FLORIDA 33762
Dear Mr. Keir:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
April 19, 2018 ApR 2 3 20}1
Water Qual(ty Reglonal operaryOns
Ashev.1g Reglnngl Otfce
J
Subject: Permit No. WQ0031131
Change of Ownership
Catawba Falls Preserve
Lot # 195 SFR
Single -Family Residence
Wastewater Irrigation System
McDowell County
It has come to the Division of Water Resources' attention that the subject single-family residence
wastewater irrigation facility has changed ownership. The McDowell County Register of Deeds indicates
that you purchased the subject property (Parcel No. 063800150765) from Larry C. and Carol L. Kreider on
October 15, 2015 (Deed Book: 1166 / Page: 238).
The wastewater treatment and irrigation system associated with this property are covered under an
individual state issued non -discharge permit (Permit No. WQ0031131). Accordingly, please complete and
submit the attached Non -Discharge Permit Ownership/Name Change application (Form: NDPONC 06-16)
and the Single -Family Residence Wastewater Irrigation System Operation and Maintenance Agreement
(Form: SFRWWIS O&M 06-16). These forms have been prefilled for your convenience.
Once the application is received, staff from the Asheville Regional Office will conduct a site visit,
and provide an overview of your treatment and disposal system. Upon completion of the site visit and
review of your application, a new non -discharge permit will be issued in your name for a length of five
years. Please note that there is a $60 annual fee associated with this permit, which is not due at this time.
Please complete and submit the attached application within 30 days of receivingthis
notification. Be advised that operation of the subject facilities without a valid permit is a violation of
General Statute 143-215.1, and may subject you to appropriate enforcement actions in accordance with
General Statute 143-215.6A-6C. Civil penalties of up to $25,000 per day per violation may be assessed for
failure to secure a permit as required by General Statute 143-215.1.
-',-- Nothing Compares7—
State of North Carolina I Environmental Quality I Water Resources I Water Quality Permitting I Non -Discharge Permitting
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6332

If you need additional information concerning this letter, please contact me at [phone] or
nathaniel.thomburg(a ncdenr.gov.
Sincerely,
G% 1 Z>
Nathaniel D. Thornburg, Branch Chi f
Division of Water Resources
LV;C.rand ftrgl L. Kreider (50 Spring Rd., Bemville, PA 1
Central Files

NC ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 3, 2015
LARRY L. & CAROL C. KREIDER
50 SPRING ROAD
BERNVILLE, PENNSYLVANIA 19506
Dear Mr. and Mrs. Kreider:
Donald R. van der Vaart
Secretary
Subject: Acknowledgement of
Application No. WQ0031131
Catawba Falls Lot #195 SFR
Single -Family Residence
Wastewater Irrigation System
McDowell County
The Water Quality Permitting Section acknowledges receipt of your permit application and
supporting documentation received on September 1, 2015. Your application package has been assigned
the number listed above, and the primary reviewer is Alice Wessner.
Central and Asheville Regional Office staff will perform a detailed review of the provided
application, and may contact you with a request for additional information. To ensure maximum
efficiency in processing permit applications, the Division of Water Resources requests your assistance in
providing a timely and complete response to any additional information requests.
Please note that processing standard review permit applications may take as long as 60 to 90 days
after receipt of a complete application. If you have any questions, please contact
Alice Wessner at [phone] or [e-mail].
cc:
Permit File
Sincerely,
Nathaniel D. Thornburg, Supervisor
Division of Water Resources
r—
B,
C�' CCnC'AS .
Non -Discharge Permitting Unit
1617 Mall Service Center, Raleigh, North Carolina 27699-1617
Phone: [phone] Internet htti):/Ipoftal.nodenr.org/weblwa
An Equal Opportunity 1Afinnativoktlon Employer— Made in part with recycled paper

State of North Carolina
Department of F �ronment and Natural Resources
D Division of Water Resources
F x NON -DISCHARGE SYSTEM RENEWAL
"Division of Water Resources FORM: NDSR 11-13
I. PERMITTEE INFORMATION:
1. Permittee's name: Larry and Carol Kreider
2. Signature authority's name: per 15A NCAC 02T .0106(b) Title:
3. Permittee's mailing address: 50 Spring Road
City: Bemville State: PA Zip: 19506-_
4. Permittee's contact information: Phone number: 6( 10) 5544557
IL FACILITY INFORMATION:
1. Facility name:
2. Facility's physical address: Lot 195 Catawba Falls
City: Black Mountain State: NC Zip: 28711
III. PERMIT INFORMATION:
Email Address: lkreider a comcast.net
RECEIVEDIDENRIDWR
SEP -1 Z015
County:
water Quality
Permitting Section
I. Existing permit number: W00031131 and most recent issuance date: Anril 11, 2015
2. Existing permit type: Select
3. Has the facility been constructed? ❑ Yes or N No
4. Demonstration of historical consideration for permit approval — 15A NCAC 02T .0120:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.6139 ❑ Yes or N No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or N No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or N No
d. Is noncompliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or N No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or N No
Applicant's Certification per 15A NCAC 02T .0106(b):
I, L.an,a e 0.vn CO.-Lat. A-'& /LY/ attest that this application for
(Signature Authority's name & title from Application Item 1.2.)
(Facility name from Application Item 11.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil
penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that
if all required supporting information and attachments are not included, this application package will be returned to me as incomplete.
I further certify that the Applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater
facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are
compliant with any active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0105(e).
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up
,to $25,000. /per violation.
Signature: %%�/ d I: a l�(.. / (� k (� i� Date: O 9— ?5 — 7C / S
FORM: SRxl-13 Page 1 of I

State of North Carolina
Department of En mment and Natural Resources
Division of Water Resources
VW —ANON -DISCHARGE SYSTEM RENEWAL
Division of Water Resources INSTRUCTIONS FOR FORM: NDSR 11-13 & SUPPORTING DOCUMENTATION
This form is for renewal without modification for all non -discharge system permits, except Residuals Management permits.
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit website at:
http://oortal.ncdenr orQhvebAva/ans/tau
A. Non -Discharge System Renewal (FORM: NDSR 11-13) Application (All Application Packages):
❑ Submit one original and one copy of the completed and appropriately executed Non -Discharge System Renewal (FORM:
NDSR 11-13) application.
❑ The Applicant's Certification shall be signed in accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an
alternate person may be designated as the signing official if a delegation letter is provided from a person who meets the
criteria in 15A NCAC 02T .0106(b).
B. Existing Permit (All Application Packages):
N Submit two copies of the most recently issued permit.
C. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1), provide two copies of the Certificate of Public Convenience and Necessity from the North
Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served
by the non -discharge system.
D. Operation and Maintenance Agreement (All Application Packages for Single -Family Residences):
❑ Submit one original and one copy of the signed Operation and Maintenance Agreement (FORM: SFRW WIS O&M).
E. Operational Agreements (All Application Packages for Home/Property Owners' Associations and Developers of lots to be sold):
➢ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit an original and one copy of the properly executed Operational Agreement (FORM:
HOA.
❑ Per 15A NCAC 02T .0115(c), submit an original and one copy of the proposed or approved Articles of Incorporation,
Declarations and By-laws.
➢ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit an original and one copy of the properly executed Operational Agreement (FORM:
DEV).
F. Site Map (All Application Packages for permits originally issued or modified after September 1, 2006):
® Submit two copies of an updated site map in accordance with 15A NCAC 02T .0105(d).
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
RECEIVEDIDENRIDWR
SEP - 17015
Water Quality
Permitfing Section
INSTRUCTIONS FOR FORM: NDSR I 1-13 & SUPPORTING DOCUMENTATION Page 1 of 1

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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
s
RALEIGH
i
SINGLE FAMILY
IRRIGATION PERMIT
In accordance with the provisions of Article 21 of; Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO RECEIVEDIDENRIDWR
Larry and Carol Kreider SEP -1 2015
McDowell County WaterQuality
Pera tf Section
FOR THE
construction and operation of a 360 gallon per day (GPD) surface irrigation wastewater treatment and
disposal system consisting of a 1.200 gallon baffled septic tank with effluent filter. an Advantex AX-20
secondary treatment unit with a 1,000 gallon recirculating tank and a 653 cubic foot fixed film textile
media filter assembly, a 14 GPM ultraviolet disinfection unit, a 3,000 gallon storage/pump tank with a
high water alarm light and buzzer, a 12 GPM pump; a 14.720 square foot drip irrigation area consisting of
four 3680 square foot zones each with 4 drip lines approximately 230 feet in length on a 4 foot spacing.
and all associated piping and appurtenances, to serve the residence to be located on 1036 Catawba Falls
Parkway with no discharge of wastes to the surface' waters, pursuant to the application received February
22, 2010, and in conformity with the project plan, specifications, and other supporting data subsequently
filed and approved by the Department of Environment and Natural Resources and considered a part of
this permit.
This permit shall be effective from the date of issuance until April 30, 2015, shall void Permit No.
WQ0031131 issued May 4, 2007, and shall be; subject to the following specified conditions and
limitations:
I. PERFORMANCE STANDARDS
1. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. If this proiect is to be completed in Phases and partially certified. you
shall retain the responsibility to track further construction approved under the same permit, and
shall provide a final certificate of completion once the entire project has been completed. Mail
the Certification to the Land Applicationl Unit, 1636 Mail Service Center, Raleigh, NC 27699-
1636. i
2. The Asheville Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an in -place
inspection can be made. Such notification to the regional supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays. I -

3. The surface irriga___— facilities shall be effectively maintainer d operated at all times so that
there is no discharge to surface waters, nor any contamination of ground waters, which will
render them unsatisfactory for normal us'e. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to
adequately assimilate the wastewater, the Permittee shall take immediate corrective actions
including those actions that may be required by the Division of Water Quality, such as the
construction of additional or replacement wastewater treatment and disposal facilities.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface or ground waters resulting from the; operation of this facility.
5. The installation of the Advantex AX20 Treatment Units must comply with the Orenco Systems,
Inc.'s specifications. The Engineer's Certification will serve as evidence that these
specifications have been met.
6. A leakage test shall be perfornied on the septic tank and storage/pump tank(s) to insure that any
exfiltration occurs at a rate, which does not exceed twenty (20) gallons per twenty-four (24)
hours per 1,000 gallons of tank capacity. The Engineer's Certification will serve as proof of
compliance with this condition.
7. If excavation into bedrock is required for the installation of the septic tank or sand filter, the pit
'shall be lined with a 10-mil synthetic liner.;
8. A sanitary tee and filter shall be installed on the effluent pipe of the septic tank. The Engineer's
Certification will serve as evidence that these specifications have been met.
9. The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner !approved by the Division.
10. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
11. The following set -backs shall be maintained:
a. 100 feet between wetted area and any residence or places of public assembly under separate
ownership,
b. 50 feet between wetted area and property lines,
c. 100 feet between wetted area and wells,
d. 50 feet between wetted area and drainage ways or surface water bodies,
e. 50 feet between wetted area and publicjright of ways,
f. 100 feet between treatment/storage units and any wells,
g. 50 feet between treatment units and property lines, and
h. 100 feet between wetted area and swimming pools.
Some of the set -backs specified above may not have been included in previous permits for this
waste treatment and disposal system. These set -backs are not intended to prohibit or prevent
modifications, which are required by thei Division, to improve performance of the existing
treatment facility. These set -backs do, however, apply to modifications of the treatment and
disposal facilities that are for the purpose of increasing the flow that is tributary to the facility.
These set -backs do apply to any expansion or modification of the surface irrigation areas and
apply in instances in which the sale of property would cause any of the set -backs now complied
with, for the treatment and disposal facilities, to be violated. The applicant is advised that any
modifications to the existing facilities will require a permit modification.
12. The pump tank(s) shall have functional audible and visual high water alarms that are external to
any structure.

i
13. The disposal sy! shall.be connected to a rain or moistL_ _--nsor that shall indicate when
wastewater application is not appropriate in accordance with Condition II(4).
14. The existing vegetation on the drip irrigation site shall not be cleared or disturbed except to the
extent necessary to install the dripline.
15. All tank access risers shall extend at least six inches above finished grade and shall be fitted
with properly secured covers.
IL OPERATION AND MAINTENANCE REQUIREMENTS
i
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and surface irrigation facilities by the Water
Pollution Control System Operators Certification Commission (WPCSOCC), the Pemuttee
shall designate and employ a certified operator to be in responsible charge (ORC) and one or
more certified operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC
8G .0201. The ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as
specified in this permit and shall comply with all other conditions specified in these rules.
3. A suitable year round vegetative cover oii leaf litter (in wooded areas) shall be maintained over
the irrigation area.
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition
that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field.
6. The application rate shall not exceed a cumulative loading of 19.58 inches over any twelve (12)
month period at an instantaneous application rate not to exceed 0.15 inches per hour.
7. The facilities shall be effectively maintained and operated as a non -discharge system to prevent
the discharge of any wastewater resulting from the operation of this facility.
8. No 'type of wastewater other than that from the residence located at 1036 Catawba Falls
Parkway shall be emitted onto the irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or
while normal maintenance is being performed.
10. The irrigation field shall be fenced with at least a two -strand wire fence.
11. Wastewater treatment units open to the atmosphere shall have restricted access and pump
control panels shall be locked.

12. The Permittee is msible for the operation and maintent of the entire treatment and
disposal system including, but not limited to, the following items:
i
a. The septic tank shall be checked annually and pumped out as needed. The septic tank
effluent filter shall be checked and cleaned at the same frequency of the septic tank.
b. The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned
and/or replaced as necessary to ensure proper disinfection
c. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same interval as the septic tank is cleaned out.
d. The system shall be inspected monthly to make certain of the proper operation of the drip
line, that the vegetative growth allows a proper drip pattern, that the soil is assimilating the
disposed treated wastewater with no surface runoff, and that no objectionable odors are
being generated.
III. MONITORING AND REPORTING REOUMEMENTS
IV.
Any monitoring deemed necessary by the, Division to insure surface and ground water
protection will be established and an acceptable sampling reporting schedule shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the system and irrigation
area, as required in Condition 11(12) for a minimum of five years. This information shall be
provided to the Division upon request.
3. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
(828) 296- 4500, as soon as possible, but is no case more than 24 hours or on the next working
day following the occurrence or first knowledge of the occurrence of any of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater treatment, such as mechanical or electrical failures of
pumps, emitters, etc.; or
b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to
receiving waters without treatment ofall or any portion of the influent to such station or
facility.
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone] or [phone]. Persons reporting
such occurrences by telephone shall also file a written report in letterform within five (5) days
following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
2. Any duly authorized officer, employed, or representative of the Division may, upon
presentation of credentials, enter and inspect any property, premises or place on or related to
the disposal site or facility at any reasonable time for the purpose of determining compliance
with this permit, may inspect or copy any records that must be maintained under the terms and
conditions of this permit, and may obtain samples of groundwater, surface water, or leachate.

V. GENERAL COND...JNS
1. This permit shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. This permit is not transferable. In the j event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be considered on
its merits and may or may not be approved.
' I
4. Upon the availability of a municipal or regional sewerage collection system, the subject
wastewater treatment facilities shall be : abandoned and all wastewater discharged into the
municipal or regional sewerage system.
5. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statute 143-215.6A to 143-215.6C.
6. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, .which may be imposed by other government agencies
(local, state, and federal), which have jurisdiction.
7. This permit may be revoked if the Permittee fails to abide by the conditions of the "Operation
and Maintenance Agreement" previously signed by the Permittee.
8. The Permittee shall retain a set of approved plans, specifications and operation and
maintenance manual of the subject facility for the life of the project.
9. The Permittee shall pay the annual administering and compliance fee within 30 days of being
billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate
action to revoke this permit as specified by 15A NCAC 2T .0105(e)(3).
10. The Permittee, at least six (6) months poor to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the Permit for such period of time and
under such conditions and limitations, as it may deem appropriate.
Permit issued this the 30'h day of March, 2010
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
4 laid -.J
Co�Ye`en H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031131

Permit No. WQ0031131
March 30, 2010
ENGINEER'S CERTIFICATION
Partial Final
I, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Pro%ectNanie Location and County
for the Permittee hereby state that, to the best of my abilities, due care and dili-ence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting
materials.
Signature
Date
Registration No.

OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEM
DIVISION OF WATER QUALITY
Property Owner(s): Larry C. Kreider and Carol L. Kreider, Husband and wife.
i
Mailing address: 50 Spring Road, Bernville, PA �9506
I
Facility Address: 1036 Catawba Falls Parkway, Black Mountain, NC 28762
Disposal Method: C Spray Irrigation IVDrip Irrigation
County: McDowell Permit No.W00031131
I/We agree to operateand maintain the wastewater treatment system as follows:
1I
1. The Permittee is responsible for the operation anq maintenance of the entire treatment and disposal system
including, but not limited to, the following items:!
I
a. The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency o€ the septic tank.
b. The sand filter surface shall be raked and leveled every six (6) months and any vegetative growth shall
be removed by hand [accessible sand filters dnlyj.
c. Check one:
a
E The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide proper
chlorination.
a.'The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned and/or
replaced to ensure proper disinfection. j
d. The storage, pump and alarm systems shall be inspected monthly. The scum layer shall be removed at
the same time interval as the septic tank is pumped out.
I
e. The irrigation system shall be inspected monthly to make certain of proper operation, that vegetative
growth does not interfere with the system inspection or operation, that the soil is assimilating the
disposed treated wastewater with no surface runoff, and that no objectionable odors are being
generated.
2. Failure of the Permittee to properly operate the system is subject to a penalty up to $25,000 per day.
3. Failure to meet the permit conditions or violation''of the State's surface or groundwater regulations will
require evacuating the dwelling and may void thepermiL
I/We understand the above requirements and agree to these terms as part of the issued permit.
Owner(s) Signature(s)� 6 Date:
Date: c:�2 %/ v
Notary Signat Date: n
r
Notary Sea COMMORWEALTV, OF PENNSYLVANIA Commission Expiration:
Notarial Seal
Theresa Stork„ Notary Public
Penn Twp., Berks County
My Commission Explres Nov. 9, 2010 I RECEIVED I DENR 1 DWQ
Member. Pennsylvania Association of Notaries i AQUIFFR'PROTFCTION SECTION
FEB 2 2 Z610

a -
North Carolina Department of
Division
Beverly Eaves Perdue
Governor
Larry C. Kreider
Carol L. Kreider
50 Spring Road
Bernville, PA 19506
Subject: Acknowledgement of Application No. W000311331
Catawba Falls Subdivision Lot 195
Surface Irrigation System - SFR
McDowell
Dear Mr.& Mrs. Kreider:
The Aquifer Protection Section of the Division of Water Quality
supporting materials on February 22, 2010. This application pacl
by John McCmy.
lvironment and Natural Resources
Water Quality
H. Sullins
9, 2010
Dee Freeman
Secretary
,ision) acknowledges receipt of your permit application and
has been assigned the number listed above and will be reviewed
The reviewer will perform a detailed review and contact you with a request for additional information if necessary. To ensure the
maximum efficiency in processing permit applications, the Divisi6p requests your assistance in providing a timely and complete
response to any additional information requests.
Please be aware that the Division's Regional Office, copied below; must provide recommendations prior to final action by the
Division. Please also note at this time, processing permit applicatigns can take as long as 60 - 90 days after receipt of a complete
application. II
If you have any questions, please contact John McCmy at 919-715 6168, or via e-mail [e-mail]. If the reviewer is
unavailable, you may leave a message, and they will respond promptly. Also note that the Division has reorganized. To review our
new organizational chart, go to httn:Oh2o.enr.state.nc.us/documents/dwn orechart.odf.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS PROJECT.
Sincerely,
for Debra J. Watts
Supervisor
cc:
Asheville Regional Office, Aquifer Protection Section
Permit Application File WQ00311331
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 272E Capital Boulevard, Raleigh. North Carolina 27604
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-715-60481 Customer Service: 1-�77-623-6748
Internet vvvw.ncvvatemualitv.om I
An Equal Opportu ftyl Afnrmafive Action Employer I
NorthCarolina
Nato'ra7141

September 22, 2015
To: DWR Water Quality Permitting Section Central Office
Attn: Alice Wessner
From: Bev Price
Asheville Regional Office
I. GENERAL SITE VISIT INFORMATION
1. Was a site visit conducted? ❑ Yes or ® No
a. Date of site visit:
U
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Water Quality Permitting
Regional Staff Report
Application No.: W00031131
Regional Login No.:
b. Site visit conducted by:
C. Inspection report attached? ® Yes or ❑ No Phone conversation with Larry Kreider on 1/31/2013.
d. Person contacted: Larry Kreider, Owner and their contact information: [phone]
e. Driving directions: Hwy. 9 south from Black Mountain, turn left on SR 1100 (Mt. Hebron Church
Road), turn left into Catawba Falls Subdivision. Follow Catawba Falls Parkway to Lot #195.
H. PROPOSED FACILITIES FOR NEW AND MODIFICATION APPLICATIONS
1. Facility Classification: (Please attach completed rating sheet to be attached to issued permit)
2. Are the new treatment facilities adequate for the type of waste and disposal system? ❑ Yes or ❑ No
If no, explain:
3. Are site conditions (soils, depth to water table, etc) consistent with the submitted reports? ❑ Yes ❑ No ❑ N/A
If no, please explain:
4. Do the plans and site map represent the actual site (property lines, wells, etc.)? ❑ Yes ❑ No ❑ NIA
If no, please explain:
5. Is the proposed residuals management plan adequate? ❑ Yes ❑ No ❑ N/A
If no, please explain:
6. Are the proposed application rates (e.g., hydraulic, nutrient) acceptable? ❑ Yes ❑ No ❑ N/A
If no, please explain:
7. Are there any setback conflicts for proposed treatment, storage and disposal sites? ❑ Yes or ❑ No
If yes, attach a map showing conflict areas.
8. Is the proposed or existing groundwater monitoring program adequate? ❑ Yes ❑ No ❑ N/A
If no, explain and recommend any changes to the groundwater monitoring program:
9. For residuals, will seasonal or other restrictions be required? ❑ Yes ❑ No ❑ N/A
If yes, attach list of sites with restrictions (Certification B)
FORM: APSRSR 04-10 Pagel of3

M. EXISTING FACILmES FOR --DIFICATION AND RENEWAL APPL __ITIONS
1. Are there appropriately certified Operators in Charge (ORCs) for the facility? ❑ Yes ❑ No N N/A
ORC: Certificate #: Backup ORC: Certificate #:
2. Are the design, maintenance and operation of the treatment facilities adequate for the type of waste and disposal
system? ❑ Yes or ❑ No N/A
If no, please explain:
3. Are the site conditions (e.g., soils, topography, depth to water table, etc) maintained appropriately and adequately
assimilating the waste? ❑ Yes or ❑ No N/A
If no, please explain:
4. Has the site changed in any way that may affect the permit (e.g., drainage added, new wells inside the compliance
boundary, new development, etc.)? ❑ Yes or N No
If yes, please explain:
5. Is the residuals management plan adequate? N Yes or ❑ No
If no, please explain:
6. Are the existing application rates (e.g., hydraulic, nutrient) still acceptable? N Yes or ❑ No
If no, please explain:
7. Is the existing groundwater monitoring program adequate? ❑ Yes ❑ No N N/A
If no, explain and recommend any changes to the groundwater monitoring program:
8. Are there any setback conflicts for existing treatment, storage and disposal sites? ❑ Yes or N No
If yes, attach a map showing conflict areas.
9. Is the description of the facilities as written in the existing permit correct? ❑ Yes or ❑ No
If no, please explain: N/A
10. Were monitoring wells properly constructed and located? ❑ Yes ❑ No N N/A
If no, please explain:
11. Are the monitoring well coordinates correct in BIMS? ❑ Yes ❑ No N N/A
If no, please complete the following (expand table if necessarv):
Monitoring Well
Latitude
Longitude
0 , „
0 , 11
0
0 , I,
0 , „
0 ,it
0 , „
0 ,
0 , „
0 ,
12. Has a review of all self -monitoring data been conducted (e.g., NDMR, NDAR, GW)? ❑ Yes or ❑ No
Please summarize any findings resulting from this review: N/A
13. Are there any permit changes needed in order to address ongoing BIMS violations? ❑ Yes or ❑ No
If yes, please explain: N/A -
14. Check all that apply:
N No compliance issues
❑ Notice(s) of violation
❑ Current enforcement action(s) ❑ Currently under SOC
❑ Currently under SOC El -Currently under moratorium
Please explain and attach any documents that may help clarify answer/comments (i.e., NOV, NOD, etc.)
15. Have all compliance dates/conditions in the existing permit been satisfied? ❑ Yes ❑ No N N/A
If no, please explain:
16. Are there any issues related to compliance/enforcement that should be resolved before issuing this permit?
❑ Yes ❑ No N N/A
If yes, please explain:
FORM: APSRSR 04-10 Page 2 of 3

IV. REGIONAL OFFICE RECOENDATIONS
1. Do you foresee any problems with issuance/renewal of this permit? ❑ Yes or ® No
If yes, please explain:
2. List any items that you would like APS Central Office to obtain through an additional information request:
Item Reason
3. List specific permit conditions recommended to be removed from the permit when issued: -
Condition Reason
4. List specific special conditions or compliance schedules recommended to be included in the permit when issued:
Condition Reason
S. Recommendation:
GIN
❑ Hold, pending receipt and review of additional information by regional office
® Hold, pending review of draft permit by regional office
❑ Issue upon receipt of needed additional information
❑ Issue
❑ Deny (Ple
Signature of report preparer:
Signature of APS regional supervisor:
Date: '�" 'Z.Z- - t
V. ADDITIONAL REGIONAL STAFF REVIEW ITEMS,
This facility has not been constructed.
FORM: APSRSR 04-10 Page 3 of 3

Compliance Inspection Report
Permit: WO0031131 Effective: 03/30/10 Expiration: 04/30/16 Owner: Larry Kreider
SOC: Effective: Expiration: Facility: Catawba Falls Lot #195 SFR
County: McDowell 1036 Catawba Falls Pkwy
Region: Asheville Black Mtn NC 28711
Contact Person: Keith M Roberts Title: Phone: [phone]
Directions to Facility:
Take Hwy 9 south from Black Mountain turn left on SR 1100 (Mt. Hebron Church Road) turn left into Catawba Falls Subdivision.
Follow Catawba Falls Parkway to lot #195.
System Classifications:
Primary ORC: Certification: Phone:
Secondary ORC(s):
OnSite Representative(s):
24 hour contact name
Related Permits:
Inspection Date: 01/31/2013
Primary Inspector: Beverly Price
Secondary Inspector(s):
Larry Kreider 610-554-4557
EntryTime: 03:10PM Exit Time: 03:15PM
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Reconnaissance
Permit Inspection Type: Single -Family Residence. Wastewater Irrigation
Facility Status: Compliant ❑ Not Compliant
Question Areas:
Miscellaneous Questions '
(See attachment summary)
Page: 1

Peonit: w00031131 Owner -Facility: Larry Kreider
Inspection Date: 01/31/2013 Inspection Type: Reconnaissance Reason for Visit: Routine
Inspection Summary:
Spoke with Mr. Kreider by phone [phone])on 113112013. The irrigation system has not been installed.
Page: 2

State of North Carolina
= Departm if Environment and Natural Resources
Division of Water Resources
WATER QUALITY REGIONAL OPERATIONS SECTION
Division of Water Resources NON -DISCHARGE APPLICATION REVIEW REQUEST FORM
September 3, 2015
To: 4RO-WQROS.-61 c -Cranford—/ Landon Davidson:
From: Alice Wessner, Water Quality Permitting Section - Non -Discharge Permitting Unit
Permit Number: WQ0031131
Applicant: Larry C. & Carol L. Kreider
Owner Type: Individual
Facility Name: Catawba Falls Lot #195 SIR
Fee Category: None
Comments/Other Information:
Permit Type: Single -Family Residence Wastewater Irrigation
Project Type: Renewal
Owner in RIMS? Yes
Facility in BIMS? Yes
Fee Amount: $0
Attached, you will find all information submitted in support of the above -referenced application for your'review,
comment, and/or action. Within 45 calendar days, please take the following actions:
® Return this form completed.
❑ Attach an Attachment B for Certification.
® Return a completed staff report.
❑ Issue an Attachment B Certification.
i
When you receive this request form, please write your name and dates in the spaces below, make a copy of this sheet, and
return it to the appropriate Central Office Water Quality Permitting Section contact person listed above.
RO-WQROS Reviewer: & /LvL(
FORM: WQROSNDARR 01-15
Date:
RFaGW �`Jfl ,���5
��Ns�on
SEP � a 2�15
�,l�n0w RenVo� f� ��,eco1oos
gs,�cv
Page 1 of 1

Compliance Inspection Report
Permit: WO0031131 Effective: 03/30/10 Expiration: 04/30/16 Owner: Larry Kreider
SOC: Effective: Expiration: Facility: Larry and Carol Kreider SFR
County: McDowell 1036 Catawba Falls Pkwy
Region: Asheville
Old Fort NC 28762
Contact Person: Keith M Roberts Title: Phone: [phone]
Directions to Facility:
Take Hwy 9 south from Black Mountain turn left on SR 1100 (Mt. Hebron Church Road) turn left into Catawba Falls Subdivision. 'Follow
Catawba Falls Parkwaxr to lot #195.
ystem Classificatio s:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
24 hour contact name
Related Permits:
Inspection Date: 01/31/2013
Primary Inspector: Beverly Price
Secondary Inspector(s):
Larry Kreider
Entry Time: 03:10 PM Exit Time: 03:15 PM
Phone: [phone]
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Reconnaissance
Permit Inspection Type: Single -Family Residence Wastewater Irrigation
Facility Status: ❑ Compliant ❑ Not Compliant
Question Areas:
Miscellaneous Questions
(See attachment summary)
Page: 1
n

Permit: W00031131 Owner -Facility: Larry Kreider
Inspection Date: O1/31/2013 Inspection Type: Reconnaissance Reason far Visit: Routine
Inspection Summary:
Spoke with Mr. Kreider by phone [phone])on 1/3112013. The irrigation system has not been installed.
Page: 2

Compliance Inspection Report
Permit: WQ0031131 Effective: 03/30/10 Expiration: 04/30/16 Owner: Larry Kreider
SOC: Effective: Expiration: Facility: Larry and Carol Kreider SFR
County: McDowell 1036 Catawba Falls Pkwy
Region: Asheville
Old Fort NC 28762
Contact Person: Keith M Roberts Title: Phone: [phone]
Directions to Facility:
Take Hwy 9 south from Black Mountain turn left on SR 1100 (Mt. Hebron Church Road) turn left into Catawba Falls Subdivision. Follow
atawba Falls Parkwax, to lot #195.
ystem Classificatio s:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
24 hour contact name
Related Permits:
Inspection Date: 0212812012
Primary Inspector: Beverly Price
Secondary Inspector(s):
Larry Kreider
EntryTime: 10:00 AM Exit Time: 10:10 AM
Phone: [phone]
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Reconnaissance
Permit Inspection Type: Surface Irrigation - SFR (Single Family Residence)
Facility Status: ❑ Compliant ❑ Not Compliant
Question Areas:
0 Miscellaneous Questions
(See attachment summary)
Page: 1

Permit: W00031131 Owner -Facility: Larry Kreider
Inspection Date: 02/28/2012 Inspection Type: Reconnaissance Reason for Visit: Routine
Inspection Summary:
Spoke with Mr. Kreider by phone on 2/28/2012. SF drip system has not been installed and no plans for the immediate
future.
Page: 2

Beverly Eaves Perdue
Governor
`F
liza
CDEHR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
July 20, 2011
CERTIFIED MAIL # 7010 0780 00017057 5839
Larry Kreider
50 Spring Road
Bernville, PA 19506
Subject: Notice of Violation (NOV-2011-PC-0429)
Larry and Carol Kreider SFR
Permit Number WQ0031131
Single Family Residence Surface Irrigation
McDowell County
Dear Mr. Kreider:
Dee Freeman
Secretary
JA 20 N;i
Asheville Regional Office
As of this date, our records indicate that the above -referenced permit, which was issued on
March 30, 2010, and expires on April 30, 2016, has overdue fees. It is a condition of your permit
to pay the annual administering and compliance fee within thirty (30) days of being billled by
the Division of Water Quality (Division).
Failure to pay the fee accordingly may result in the Division initiating enforcement actions, to
include the assessment of civil penalties. Civil penalty assessments may be issued of not more
that twenty-five thousand ($25,000) dollars against any "person" who violates or fails to act in
accordance with the terms, conditions, or requirements of a permit under authority of G.S!. 143-
215.6A.
Please note that each day a violation continues may be considered a separate violation, subject to
additional civil penalties and/or the use of other enforcement mechanisms available to the State.
Therefore, it is imperative that you submit the appropriate fee(s) as requested within thirty,(30)
days of this Notice of Violation. According to our records, the following invoice(s)' are
outstanding:
AQUIFER PRO TIECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 272E Caoital Boulevard, Raleigh, North Carolina 27604
Phone: [phone] l FAX 1: 919-715-0588; FAX 2: 919-715-60481 Customer Service: 1-877-623-6748
Internet:v .nmvsterouanrv.oro
An Equal Opportunity 1 Afnnnative A<tian Employe:
NortliCarolina
wlmally

Invoice Number
Invoice Date
Due Date
Outstanding Fee
2011PR003154
04-06-2011
05-06-2011
$60.00
Please remit payment made payable to the North Carolina Department of Environment and
Natural Resources in the amount of $60.00. Please mail this payment to:
Division of Water Quality
Budget Office
Attn: Fran McPherson
1617 Mail Service Center
Raleigh, NC 27699-1617
If you feel this Notice of Violation is in error and you have documentation that one or more of
the above referenced fees have already been paid, please send the documentation of payment to
the address listed above.
If you no longer want the permit because the facility has not been built or you have properly
closed an existing facility, you may ask for a rescission. To do this, submit a written request for
rescission to the following address:
Debra J. Watts
Groundwater Protection Unit Supervisor
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
For questions regarding any overdue annual fees, please contact Fran McPherson with the
Division's Budget Office at [phone]. If you have any other questions, please contact Eric
G. Smith by phone at [phone] or by email at eric.e.smith n nedenr.eov.
Sincerely,
- UA,
,-
Debra J. Watts, Supervisor
Groundwater Protection Unit
ce: Ashevili®ffic — AP / enclastrges
APS Central Files -Permit o. Q0031 31 w/o enclosures
Fran McPherson — DWQ Budget Office w/o enclosures

Compliance Inspection Report
Permit: WQ0031131 Effective: 03/30/10 Expiration: 04/30/16 Owner: Larry Kreider
SOC: Effective: Expiration: Facility: Larry and Carol Kreider SFR
County: McDowell 1036 Catawba Falls Pkwy
Region: Asheville
Old Fort NC 28762
Contact Person: Keith M Roberts Title: Phone: [phone]
Directions to Facility:
Take Hwy 9 south from Black Mountain turn left on SR 1100 (Mt. Hebron Church Road) turn left into Catawba Falls Subdivision. Follow
Catawba Falls parkwu, to lot #195.
System Classificatio s:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
24 hour contact name
Related Permits:
Inspection Date: 01/14/2011
Primary Inspector: Beverly Price
Secondary Inspector(s):
Larry Kreider
Entry Time: 11:00 AM Exit Time: 11:15 AM
Phone: [phone]
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Reconnaissance
Permit Inspection Type: Surface Irrigation - SFR (Single Family Residence)
Facility Status: ❑ Compliant ❑ Not Compliant
Question Areas:
Miscellaneous Questions
(See attachment summary)
Page: 1

Permit: WO0031131 Owner- Facility: Larry ,Kreider
Inspection Date: 0111412011 Inspection Type: Reconnaissance Reason for Visit: Routine
Inspection Summary:
Spoke with Mr. Kreider on 1/14/11 and he has no immediate plans to build on the lot and so no plans to install the drip
irrigation system.
Page: 2

CDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director RECEIVE® Secretary
APR 07 26i0
March 30, 2010 Asheville Regional Office
A uiter Protection
Larry, and Carol Kreider
50 Spring Rd.
Bernville.PA 19506
Subject: Permit No. WQ0031131
LatTv and Carol Kreider SFP.
Surface Irrigation Facility
McDowell County
Dear Mir. and Ms. Kreider:
In accordance with your permit ownership change request received Feb. 22. 2010, we are forwarding
herewith Permit No. W00031131, dated March 30, 2010, to Lam, and Carol Kreider for the construction
and operation of the subject single family wastewater treatment and surface irrigation facilities.
This permit shall be effective from the date of issuance until April 30, 2015, shall void Permit No.
W00031131 issued May 4, 2007, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements in this permit. Failure to establish
an adequate system for collecting and maintaining the required operational information will result in
future compliance problems.
I
An extension shall be requested at least six (6) months prior to the expiration of this permit. Upon receipt
of the request the Commission will review the adequacy of the facility described therein and, if warranted,
will extend the permit for such period of time and under such conditions and limitations as it may deem
appropriate. r
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
Please contact John McCray at [phone] if you need additional information concerning this matter.
Sincerely,
oleen H. Sullins
AQUIFER PROTECTION SECTION
1636 Mail Service Center. Raleigh, North Carolina 27699-1636
Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604
One
Phone: 919-733--,1,221 1 FA.X 1: 919-715-0568; FAY 2: 919-715-60481 Customer Service: 1-877-623-6748
Nortlhtr,�ai"OIIlla
Internet:w .rtmatemualitv.om
'i'Y _r__._ _If-.
An Equal Opportunity \ Afitnnative Action Employer

cc: McDowell County He 'Department
+911e a ltscta e A c ifel rot ill ection
Technical Assistance and Certification Unit
APS Central Files (W00031131)
Notebook Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL
RALEIGH
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION PERMIT '
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations I i
PERMISSION IS HEREBY GRANTED TO
Larry and Carol Kreider
McDowell County
FOR THE
construction and operation' of a 360 gallon per day (GPD) surface irrigation wastewater treatment and
disposal system consisting of a 1.200 gallon baffled septic tank with effluent filter, an Advantex XX-20
secondary treatment unit with a 1,000 gallon recirculating tank and a 653 cubic foot fixed film t6tile
media filter assembly, a 14 GPM ultraviolet disinfection unit, a 3,000 gallon storage/pump tank xuith a
high water alanu lieht and buzzer, a 12 GPM pump, a 14.720 square foot drip irrigation area consisting of
four 3680 square foot zones each with 4 drip lines approximately 230 feet in length on a 4 foot spacing,
and all associated piping and appurtenances, to serve the residence to be located on 1036 Catawba Falls
Parkway with no discharge of wastes to the surface waters, pursuant to the application received Felir i
22, 2010, and in conformity with the project plan, specifications, and other supporting data subsequently
filed and approved by the Department of Environment and Natural Resources and considered apart of
this permit.
This permit shall be effective from the date of issuance until April 30, 2015, shall void Permit; No.
W00031131 issued May 4, 2007, and shall be subject to the following specified conditions; and
limitations:
I. PERFORMANCE STANDARDS
1. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. If this proiect is to be completed in phases and martially certified. you
shall retain the responsibility to track further construction approved under the same permit and
shall provide a final certificate of completion once the entire project has been completed. Mail
the Certification to the Land Application Unit, 1636 Mail Service Center, Raleigh, NC 27699-
1636.
2. The Asheville Regional Office, telephone number- [phone], shall be notified at least
forty-eight (49) hours in advance of operation of the installed facilities so that an in -place
inspection can be made. Such notification to the regional supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.

3. The surface irriga facilities shall be effectively maintainer I operated at all times so that
there is no discharge to surface waters, nor any contamination. of ground waters, which will
render them unsatisfactory for normal use. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions or failure of the irrigation area to
-adequately assimilate the wastewater, the Permittee shall take immediate corrective actions
including those actions that may be required by the Division of Water Quality, such as the
construction of additional or replacement wastewater treatment and disposal facilities.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface or ground waters resulting from the operation of this facility.
5. The installation of the Advantex AX20 Treatment Units must comply with the Orenco Systems,
Inc.'s specifications. The Engineer's Certification will serve as evidence that these
specifications have been met.
6. A leakage test shall be performed on the septic tank and storage/pump tank(s) to insure that any
exfiltration occurs at a rate, which does not exceed twenty (20) gallons per twenty-four (24)
hours per 1,000 gallons of tank capacity. The Engineer's Certification will serve as proof of
compliance with this condition.
7. If excavation into bedrock is required for the installation of the septic tank or sand filter, the pit
shall be lined with a 10-mil synthetic liner.
8. A sanitary tee and filter shall be installed on the effluent pipe of the septic tank. The Engineer's
Certification will serve as evidence that these specifications have been met.
9. The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner approved by the Division.
10. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
11. The following set -backs shall be maintained:
a. 100 feet between wetted area and any residence or places of public assembly under separate
ownership,
b. 50 feet between wetted area and property lines,
c. 100 feet between wetted area and wells,
d. 50 feet between wetted area and drainage ways or surface water bodies,
e. 50 feet between wetted area and public right of ways,
f. 100 feet between treatment/storage units and any wells,
g. 50 feet between treatment units and property lines, and
h. 100 feet between wetted area and swimming pools.
Some of the set -backs specified above may not have been included in previous permits for this
waste treatment and disposal system. These set -backs are not intended to prohibit or prevent
modifications, which are required by the Division, to improve performance of the existing
treatment facility. These set -backs do, however, apply to modifications of the treatment and
disposal facilities that are for the purpose of increasing the flow that is tributary to the facility.
These set -backs do apply to any expansion or modification of the surface irrigation areas and
apply in instances in which the sale of property would cause any of the set -backs now complied
with, for the treatment and disposal facilities, to be violated. The applicant is advised that any
modifications to the existing facilities will require a permit modification.
12. The pump tank(s) shall have functional audible and visual high water alarms that are external to
any structure.

I \
13. The disposal cyst ;hall be connected to a rain or moistut tsor that shall indicate when
wastewater application is not appropriate in accordance witb C;onchtion II(4).
14. The existing vegetation on the drip irrigation site shall not be cleared or disturbed except to the
extent necessary to install the dripiine.
15. All tank access risers shall extend at least six inches above finished _grade and shall be fitted
with properly secured covers.
H. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and surface irrigation facilities by the Water
Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee
shall designate and employ a certified operator to be in responsible charge (ORC) and one or
more certified operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC
8G .0201. The ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as
specified in this permit and shall comply with all other conditions specified in these rules.
3. A suitable year round vegetative cover or leaf litter (in wooded areas) shall be maintained over
the irrigation area.
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition
that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the irrigation field
6. The application rate shall not exceed a cumulative loading of 19.59 inches over any twelve (12)
month period at an instantaneous application rate not to exceed 0.15 inches per hour.
7. The facilities shall be effectively maintained and operated as a non -discharge system to prevent
the discharge of any wastewater resulting from the operation of this facility.
8. No type of wastewater other than that from the residence located at 1036 Catawba Falls
Parkway shall be emitted onto the irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or
while normal maintenance is being performed.
10. The irrigation field shall be fenced with at least a two -strand wire fence.
11. Wastewater treatment units open to the atmosphere shall have restricted access and pump
control panels shall be locked.

IV.
12. The Permittee is onsible for the operation and mainten of the entire treatment and
disposal system inuiuuing, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The septic tank
effluent filter shall be checked and cleaned at the same frequency of the septic tank.
b. The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned
and/or replaced as necessary to ensure proper disinfection
c. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same interval as the septic tank is cleaned out.
d. The system shall be inspected monthly to make certain of the proper operation of the drip
litre, that the vegetative growth allows a proper drip pattern, that the soil is assimilating the
disposed treated wastewater with no surface runoff, and that no objectionable odors are
being generated.
1. Any monitoring deemed necessary by the Division to insure surface and ground water
protection will be established and an acceptable sampling reporting schedule shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the system and irrigation
area, as required in Condition I1(12) for a minimum of five years. This information shall be
provided to the Division upon request.
3. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
(828) 2964500, as soon as possible, but in no case more than 24 hours or on the next working
day following the occurrence or first knowledge of the occurrence of any of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater treatment, such as mechanical or electrical failures of
pumps, emitters, etc.; or
Any failure of a pumping station or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or
facility.
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone] or [phone]. Persons reporting
such occurrences by telephone shall also file a written report in letterform within five (5) days
following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure
proper operation of the subject facilities.
2. Any duly authorized officer, employee, or representative of the Division may, upon
presentation of credentials, enter and inspect any property, premises or place on or related to
the disposal site or facility at any reasonable time for the purpose of determining compliance
with this permit, may inspect or copy any records that must be maintained under the terms and
conditions of this permit, and may obtain samples of groundwater, surface water, or leachate.

V. GENERAL CONDI NS
1. This permit shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be considered on
its merits and may or may not be approved.
4. Upon the availability of a municipal or regional sewerage collection system, the subject
wastewater treatment facilities shall be abandoned and all wastewater discharged into the
municipal or regional sewerage system.
5. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statute 143-215.6A to 143-215.6C.
6. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government agencies
(local, state, and federal), which have jurisdiction.
7. This permit may be revoked if the Permittee fails to abide by the conditions of the "Operation
and Maintenance Agreement" previously signed by the Permittee.
8. The Permittee shall retain a set of approved plans, specifications and operation and
maintenance manual of the subject facility for the life of the project.
9. The Permittee shall pay the annual administering and compliance fee within 30 days of being
billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate
action to revoke this permit as specified by 15A NCAC 2T .0105(e)(3).
10. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the Permit for such period of time and
under such conditions and limitations, as it may deem appropriate.
Permit issued this the 300' day of March, 2010
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
0&- _� U6
f Od een H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031131

Permit No. W00031131
March 30, 2010
ENGINEER'S CERTIFICATION
Partial Final
I, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Name
Location and Comity,
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting
materials.
Simtature Reaistration No.
Date
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i
OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEM
DIVISION OF WATER QUALITY
Property Owner(s): Larry C. Kreider and Carol L. Kreider, Husband and wife.
Mailing address: 50 Spring Road, Bemville, PA 19506
Facility Address: 1036 Catawba Falls Parkway, Black Mountain, NC 25762
Disposal Method: ❑ Spray Irrigation VeDrip Irrigation
County: McDowell Permit No. W00031131
I/We agree to operate and maintain the wastewater treatment system as follows:
1. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal system
including, but not limited to, the following items:
it. The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be '`
checked and cleaned at the same frequency of the septic tank.
b. The sand filter surface shall be raked and leveled every six (6) months and any vegetative growth shall
be removed by hand [accessible sand filters only],
c. Check one:
❑ The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide proper,
chlorination.
117The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned and/or
replaced to ensure proper disinfection.
d. The storage, pump and alarm systems shall be inspected monthly. The scum layer shall be removed at
the same time interval as the septic tank is pumped out.
e. The irrigation system shall be inspected monthly to make certain of proper operation, that vegetative
.growth does not interfere with the system inspection or operation, that the soil is assimilating the
disposed treated wastewater with no surface runoff, and that no objectionable odors are being
generated.
2. Failure of the Permittee to properly operate the system is subject to a penalty up to $25,000 per day.
3. Failure to meet the permit conditions or violation of the State's surface or groundwater regulations will
require evacuating the dwelling and may void the permit.
I/We understand the above requirements and agree to these terms as part of the issued permit.
Owner(s) Signatures) �_l�% Date: 0-Z—! ?
Date: c:;)
Notary Signat Date: % /! -i A O
Notary Sea "uTwlu!NVV nL I h or Ft
Notarial Seal
Theresa Stork, Notar
Penn Two.. Barks C
Commission Expiration:
20io RECEIVED I DENR / DWQ
A0UIFFR•PRf1TFCT1nN SECTION
FEB 2 2 2610

Beverly Eaves Perdue
Governor
Larry C. Kreider
Carol L. Kreider
50 Spring Road
Berri PA 19506
HCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
March 9.2010
Subject: Acknowledgement of Application No. W000311331
Catawba Falls Subdivision Lot 195
Surface Irrigation System - SFR
McDowell
Dear Mr.& Mrs. Kreider:
RECEIVED
MAR 11HUT 1
Asheville Regional Office
Dee Freeman
Secretary
The Aquifer Protection Section of the Division of Water Quality (Division) acknowledges receipt of your permit application and
supporting materials on February 22, 2010. This application package has been assigned the number listed above and will be reviewed
by John McCray.
The reviewer will perform a detailed review and contact you with a request for additional information if necessary. To ensure the
maximum efficiency in processing permit applications, the Division requests your assistance in providing a timely and complete
response to any additional information requests.
Please be aware that the Division's Regional Office, copied below, must provide recommendations prior to final action by the
Division. Please also note at this time, processing permit applications can take as long as 60 - 90 days after receipt of a complete
application.
If you have any questions, please contact John McCray at 919-715-6168, or via e-mail at john.mccray(gnederingov. If the reviewer is
unavailable, you may leave a message, and they will respond promptly. Also note that the Division has reorganized. To review our
new organizational chart, go to httr)://h2o.enr.state.nc.us/documents/dwn ornchart.odf.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS PROJECT.
Sincerely,
for Debra J. Watts
Supervisor
cc:
Asheville Regional Office, Aquifer Protection Section
Permit Application File W000311331
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-71MG481 Customer Service: 1-377-623-6748
Internet: www.nmvatemualitvcm
North Carolina
An Equal opportunity \ Affirmative Action Employer

bluegreen®
COMMUNITIES
February 19, 2010
North Carolina Dept. of Environment & Natural Resources
Division of Water Quality
Aquifer Protection Section
Land Application Unit
2728 Capital Boulevard
Raleigh, North Carolina, 27604
Dear Sir/Madam:
Re: Transfer of Permit W00031131
Enclosed you will find original Application for transfer of the above captioned Permit executed
by both the current holder and the purchaser of this parcel of land. Also enclosed you will find a
copy of the Purchase and Sales Contract between the parties and I'm enclosing the original
Operation and Maintenance Agreement executed by the Purchasers. For your convenience I
including a copy of the Permit originally granted to the Company.
This parcel of land does not have a dwelling on it at the present time and I'm uncertain when
Purchaser will be deciding to build.
If you have any questions please do not hesitate to contact me for any reason.
VV
;Ro
urs,
atrick Enfl$ea��T-, VP
Bluegreen Corporation
957 Beach Road
Sanibel, FL 33957
413-822-8890
[e-mail]
RECEIVED I DENR I DWQ
AQUIFFR-PRnTFCTInN SECTION
FEB 22 2010

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
PERMIT NAME/OWNERSHIP CHANGE FORM
Any changes made to this form will result in the application being returned.
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
For more ntformadon, visit our web .site at: hup.-Ph2o.ennsrate.tic.us/Iau/
1. REOUIRED ITEMS
1. Submit one original of the completed and appropriately executed Permit Name/Ownership Change Form.
For a change of ownership, the certification must be signed by both the current permit holder and the new
applicant. For a name change only, the certification must be signed by the applicant.
2. Provide legal documentation of the transfer of ownership (such as a contract, deed, article of incorporation.
etc.) for ownership changes. A copy of the Association Bylaws and Declarations should be submitted for a
change of ownership to a Homeowner's Association.
3. Submit a properly executed Operation and Maintenance Agreement for all Single Family Residence Surface
In,igation permits requesting a change of ownership.
IL CURRENT PERMIT INFORMATION
1. Permit number: /iJ0003
2. Permit holder's name: CST wr3a �a-1-65
3. Permit's signing official's name and title: £fie z- 1,
(Person legally
/n/ %%%% 11%G (title)
4. Mailing a ress: ' 190 (..O eAv /0D �Te ldt7
City: A/o,U `� State: Zip:
Telephone number: �aI) 91z p0`LS Facsimile number:,cSla1)
III. NEW OWNER/NAME INFORMATION
I. This/request for a permit change is a result of:
v a. Change in ownership of property/company
b. Name change only
c. Other (please explain):
RECEIVED I DENR I DWQ
FORM: PNOCF 09/05 Page I of 2 AQUIFFR'PROTPUMN SECTION
rr8 22 1010

2. New owner's name (name to be used in permit): iv ' 1����L'�'��@�
3. New owners or signing official's name and title:
(Person legally responsible for permit)
4. Mailing address: "5,—o
City: �i�—S,ttate:
Telephone number: (�) 66- eze—'
IV. CERTIFICATION
1. Current Permittee's Certification
(title)
Zip: / —5106
Facsimile number: (_)
attest that this application for name/ownetshin chance has been
reviewed and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned as incomplete. I understand I will continue to be
responsible/for C�nmoliance with the
current rrm it a new permit is issued.
Signature: 1 ' Date: �;z �
2. Applicant's
�� Certification:
I,f r.�J�[iele attest that this application for name/ownership change has been
reviewed and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting information and attachments are not
included, this
Signature:
will be returned as incomplete.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
LAND APPLICATION UNIT
By U.S. Postal Service:
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699.1636
By Courier / Special Deliveryt
2728 CAPITAL BOULEVARD
RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FORM: PNOCF 09/05 Page 2 of 2
RECEIVED I DENR I DWQ
AQUIFFR'PROTFUION SECTION
FEB 2 2 2010

OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEM
DIVISION OF WATER QUALITY
Property Owner(s): Larry C. Kreider and Carol L. Kreider, Husband and wife.
Mailing address: 50 Spring Road, Bernville, PA 19506
Facility Address: 1036 Catawba Falls Parkway, Black Mountain, NC 25762
Disposal Method: El Spray Irrigation IVDrip Irrigation
County: McDowell Permit No. WQ0031131
I/We agree to operate and maintain the wastewater treatment system as follows:
1. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal system
including, but not limited to, the following items:
a. The septic tank shall be checked annually and ptimped 'out as needed. The effluent filler shall be
checked and cleaned at the same frequency of the septic tank.
b. The sand filter surface shall be raked and leveled every six (6) months and any vegetative growth shall
be removed by hand [accessible sand filters only].
c. Check one:
❑ The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide proper
chlorination.
(QThe ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned and/or
replaced to ensure proper disinfection.
d. The storage, pump and alarm systems shall be inspected monthly. The scum layer shall be removed at
the same time interval as the septic tank is pumped out.
e. The irrigation system shall be inspected monthly to make certain of proper operation, that vegetative
growth does not interfere with the system inspection or operation, that the soil is assimilating the
disposed treated wastewater with no surface runoff, and that no objectionable odors are being
generated.
2. Failure of the Permittee to properly operate the system is subject to a penalty up to $25,000 per day.
3. Failure to meet the permit conditions or violation of the State's surface or groundwater regulations will
require evacuating the dwelling and may void the permit.
I/We understand the above requirements and agree to these terms as part of the issued permit.
Owner(s) Signature(s)
Notary
Notary
Theresa Stork, Notary Public
Penn Twp„ Berks County
Commisslon Exoires Nov. 9. 2010
Date: UZ—J
Date:
Date: / 3 / O
Commission Expiration:
RECEIVED / DENR I DWQ
AQUIPPRPRf17CTION SECTION
FEB 2 2 2010

OFFER TO PURCHASE AND CONTRACT - VACANT LOTIAND
NOTE, INS contract is intended for unimproved real property that Buyer will purchase only for personal use and will not subdivide.
It should not be used to sell subdivided property that has not been platted, properly approved and recorded with the register of deeds as
of the date of the contract. If Seller is Buyer's builder and the sale involves the construction of a new single family dwelling prior to
closing, use the standard Offer to Purchase and Contract (Form 2-7) with the New Construction Addendum (Form 2A3-7).
c
L
hereby titers to purchase and C:ATAt. e-? 4 Fide
upon aoceptanco of said offer, agrees to sell and convey, all
as the "Proper)°), upon the following terms and conditions:
1. REAL PRtWRTY:-Located in the City of
as Buyer,
as Seller,
or parcel of land described below (hereafter referred to
7" County of
as and more particularlydescribai as:
NOTE: Government"
city over taxes zotdn VItool di cts, utilities an mail delivery may differ from address shown.
Subdivision Name (t�i�F 9, A , s 2L3 v r/t° l
Plat Reference: Lot_ Block or Section IU as shown an
Plat Book or Glide 9 at Page(s) 07-210 (Property acquireo by Seller in Deer! Book S at
Page jlh—J. Ll All A portion of the property in Deed Reference: Book T;! d S Page No. 4.2e� panty,
NOTE: Prior to signing this Offer to Purchase and Contract - Vacant Lot/Lad, nBuyer is advised to review RestrictiCo ve venants, if
any, which may limit the use of the Property, and to read the Declaration of Restrictive Covenants, By -Laws, Articles of
Incorporation, Rules and Regulations, and other governing documents of the owners' association and/or the subdivision, if applicable.
If the Property is subject to regulation by an owners' association, it is recommended that Buyer obtain a copy of a completed Owners
Association Disclosure And Addendum (standard form 2A l2-T) prior to signing this Offer to Purchase and Contract, and incitide it as
an addendum hereto.
2. PURCHASE PRICE: The purchase price is $y�O�CW10d fl //fa{2J and shall be paid in U.S.
Dollars. Should any check or other funds paid by Buyer be dishonored, for any reason, by the institution upon which the payment is
drawn, Buyer shall have one (1) banking day after written notice to deliver good funds to the payee. In the event Buyer does not
timely deliver good funds, the Seller shall have the right to terminate this contract upon written notice to the Buyer. The purchase
price shall M paid as follows,�,,�
(a) $LSi21�. d» F7 s� %'OASAA S , EARNEST MONEY DEPOSIT with this offer by ❑ cash C personal check
❑ bank check ❑certified ch k ❑ other: to be deposited and
held in escrow by iQYlt/ _t: J !1 : A u . A r"F.ccrow. Amen f) until the sate is closed,
at which time It will be tad to Buyer, or until this contract is otherwise terminated. In the event (1) this offer is not accepted; or
(2) any of the conditions herein are not satisfied, then all earnest monies shall be refunded to Buyer. In the event of breach of this
contract by Seller, all earnest monies shall be refunded to Buyer upon Buyer's request, but such return shall not affect any other
remedies available to Buyer for such breach. In the event of breach of this contract by Buyer, then all earnest monies shah be forfeited
to Seller upon Seller's request, but such forfeiture shall not affect any other remedies available to Seller for such breach
NOTE: In the event of a dispute between Seller and Buyer over the return or forfeiture of earnest money held in escrow, a licensed
real estate broker ("Bmkee,) is required by state law (and Escrow Agent, if not a Broker, hereby agrees) to retain said earnest money
in the Escrow Agent's trust or escrow account until Escrow Agent has obtained a written release from the parties consenting to its
disposition or unfit disbursement is ordered by a court of competent jurisdiction. Alternatively, if a Broker is holding the Earnest
Money, the Broker may deposit the disputed monies with the appropriate clerk of court in accordance with the provisions of N.C.0.S.
§93A-12.
❑ (CHECK IF APPLICABLE) THE PARTIES AGREE THAT A REAL ESTATE BROKERAGE FIRM ACTING AS
ESCROW AGENT MAY PLACE ANY EARNEST MONIES DEPOSITED BY BUYER IN AN INTEREST BEARING
TRUST .ACCOUNT, A" THAT ANY INTEREST EARNED THEREON SHALL BELONG TO THE ESCROW
AGENT IN CONSIDERATION OF THE EXPENSES INCURRED BY MAINTAINING SUCH ACCOUNT AND
RECORDS ASSOCIATED THEREWITH.
(b) $ (ADDITIONAL) EARNEST MONEY DEPOSIT to be paid to Escrow Agent no later than
. 77MBBEING OF THE ESSENCE WITH REGARD TO SAID DATE.
�7 �
Btryerinitials `� we "Setter initials At!of7
NC BAR ASSOCIATION - NC Bar Form No. 12 Revised 72007 ® 72007 This standard form has been approvedjoindy by:
North Carolina Bu Association -NC Bu Form No.12
North Cuoliu Association of Rultors6, lac. — Standard Form u-T

(c) $ N!'r . OPTION FEE in accordance with paragraph 13, Alternative 2, to be paid to Seller on the
Effective Datoals set forth in paragraph 22. (NOTE: If Alternative 2 applies, then do not insert $0, NIA, or leave blank).
(d) $ R- _ BY ASSUMPTION of the unpaid principal balance and all obligations of Seller on the existing
loaa(s) secured by a deed of Intst on the Property in accordance with the attached Loan Assumption Addendum.
(e) S 411,4 BY SELLER FINANCING in accordance with the attached Seller Financing Addendum.
(ij $,,e 000, e0 BALANCE of the purchase price in rash at Closing.
3. LOAN CONDITION: A.? .
(a) Loon. Buyer must be able to obtain a ❑ Conventional ❑ Other: loan at a ❑ Fixed Rate O Adjustable Rate in the
principal amount of for a term of I year(s), at an initial interest rate not to
exceed %per aanum, with mortgage loan discount points not to exceed _ _ % of the loan amount ("Loan").
(b) Lora Obligations: The Buyer agrees to:
(i) Make written application for the Loan, authorize any required appraisal and pay any necessary fees within
days after the Effective Date;
(iq Promptly famish Seller written confirmation from the lender of having applied for the Loan.
if Buyer fails to furnish Seller written confirmation from the lender of having applied for the Loan, Seller may make written demand
for compliance. If Buyer does not famish Seller written confirmation from the lender of application within five (5) days after such
demand, then Seller may terminate this contract by written notice to Buyer at any time thereafter, provided Seller has not received
either written evidence of the application or a waiver of the Loan Condition, and all Bi mest Money shall be forfeited to Seller as
liquidated damages End as Seller's sole and exclusive remedy for Buyer's failure to close, but without limiting Seller's rights under
paragraph 14 for damage to the Property. Buyer further agrees to:
(iii) Pursue qualification for and approval of the Loan diligently and in good faith;
(iv) Continually and promptly provide requested documentation to lender.
(c) inability to Obtain Loan Approval: If Buyer has compiled with Buyer's Loan Obligations (iu) and (iv) above, then within
_ _ days alter the Effective Date (or any agreed -upon written extension of this deadline) TIME BEING OF THE ESSENCE,
Buyer shall have the right to terminate this contract for inability to obtain Loan approval by delivering to Seller written notice of
termination If Buyer has timely delivered such notice, this contract shall be null and void and all Earnest Money shall be refunded! to
Buyer, If Buyer fails to deliver such notice, then Buyer will be deemed to have waived this condition. Thereafter, if Buyer falls to
close based upon inability to obtain the Loan, then all Earnest Money shall be forfeited to Seller as liquidated damages and as Seller's
sole and exclusive remedy for Buyer's failure to close, but without limiting Seller's rights under paragraph 14 for damage to the
Property.(WARNING; Buyer is advised to consult with Buyer's lender to assure that the number of days allowed for Buyer to obtain
the Loan is sufficient to allow Buyer's lender time to rake all reasonable steps necessary to provide reliable loan approval.)
4. FIAOD AAZARn DISCLOSURE/CONDITION (Choose ONE of the following alternatives):
❑ To the best of Seller's knowledge, the Property IS located partly or entirely within a designated Special Flood hazard Area
Buyer understands that It may be necessary to purchase flood insurance in order to obtain any loan secured by the Property from
any federally regulated institution or a loan insured or guaranteed by an agency of the U.S. Government.
To the best of Seller's knowledge, the Property IS NOT located partly or entirely within a designated Special Flood Hazard Area,
if, following the Effective Date of this contract, it is detemdned that the Property is located partly or entirely within a designated
Special Flood Hazard Area according to the current FEMA flood map, or if this contract is subject to a Loan Condition and
Buyers lender requires Buyer to obtain flood insurance as a condition of making the Loan, then in either event Buyer shall 'have
the right to terminate this contract upon written notice to Seller, and all earnest monies shall be refunded to Buyer.
S. OTHER CONDITIONS: (State NIA in each blank that is not a condition to this contract-)
(a) "Them must be no�ction, case mrn hung or otter governmental regulation that would prevent the reasonable use of the
Property for _ �Si.'Ae.J75,aL-�.S S. purposes.
(b) The Property must be in substantlally the smile or better condition at Closing as on the date of this offer, reasonable wear and tear
excepted.
(c) The Property must appraise at a value equal to or exceeding the purchase price or, at the option of Buyer, this contract may be
terminated and all eamest monies shall be refunded to Buyer, even if the Loan Condition has been waived as provided in
paragraph 3.
If this contract is NOT subject to a financing contingency requiring an appraisal, Buyer shall arrange to have the appraisal
completed an or before
�1 /JJ 2 7
Buyer initials 2GL L l�l` Serer initials
NC 13M ASSOCIATION - NC Bar Form No. 12 Revised 712007 ® 7P2007 Tlds standard form has been approved jointly by:
Nonh Cuohm Ben Association — NC By From No. 12
North Cuolina Association ofReahm-0, Ina-Sundud Farm 12-T

M All deeds of trust, liew and other charges against the Property, not assumed by Buyer, must be paid and satisfied by Seller prior to
or at Closing such that cancellation maybe promptly obtained following Closing. Seller shall remain obligated to obtain any such
cancellation following Closing.
(e) Title most be delivered at Closing by GENERAL WARRANTY DEED Unless otherwise stated herein, and mast be fee simple
marketable and insurable title, free of all encumbrances except: ad valorem taxes for the current year (prorated through the date of
Closing); utility easements and univiolated restrictive covenants that do not materially affect the value of the Property; and such other
encumbrances as may be assumed or specifically approved by Buyer. The Property must have legal access to a public right of way.
6. SPECIAL ASSESSMENTS: NOTE: For purposes of this agreement, a "confirmed" special assessment is defined as an
assessment that has been approved by a governmental agency or an owners' association for the purpose(s) stated, whether or not it is
fully payable at time of dosing. A "pending" special assessment is defined as an assessment that is under formal consideration by a
goveming body. Seller warrants that there are no pending or confirmed governmental special assessments for sidewalk, paving, water,
sewer, or other Improvements on or adjoining the Property, and no pending or confirmed gwnew' association special assessments,
except as follows (lusert "None" or the identification of such assessments, if any); _ ONE
Unless otherwise agreed, Seiler shall pay all owners' association assessments and all governmental assessments confirmed through the
time of Closing, if any, and Buyer shall take title subject to all pending assessments disclosed by Seller herein, if any.
7. PRORATIONS AND ADJUSTMENTS: Unless otherwise provided, the following items shall be prorated and either adjusted
between the parties or paid at Closing: (a) Ad valorem taxes on real property shall be prorated on a calendar year basis through the
date of Closing, (b) All late listing penalties, if any, shall be paid by Seller; (0) Rents, if any, for the Property shall be prorated through
the date of Closing; (it) Owners' association does and other like chsrpm shall be prorated through the date of Closing. Seller
represents that the regular -owners' association dues, if any, are S_ 5w,ed per: ilUUairr. Unless otherwise
agreed, Buyer shall pay any fees requited for obtaining account payment information on owners' association dues or asminems for
payment or proration and any charge made by the owners' association in connection with the disposition of the Property to Buyer,
including any transfer and/or document fee imposed by the owners' association.
& EXPENSES: Unless otherwise agreed, Buyer shall be responsible for all costs with respect to any loan obtained by Buyer,
appraisal, tide search, title insurance, recording the deed and for preparation and recording of all instruments required to secure the
Man ce of the purchase price unpaid at Closing. Seller shall pay for preparation of a deed and all other documents necessary to
perrnrvt Selkleqj.'s obligations under this agreement, and for excise tax (revenue stamps) required by law. Seller shall pay at Closing
$- Nm Ne toward any of Buyer's expenses associated with the purchase of the Property, including any FHANA
lender andinspection costs that Buyer is not perinitted to pay, but excluding any portion disapproved by Buyer's lender.
9. EVIDENCE OF TITLE: Seller agrees to use his best offoits to deliver to Buyer as soon as reasonably possible after the Effective
Date of this contract, copies of all tide information in possession of or available to Seller, including but not limited to: tide insurance
policies, attorney's opinions on title, surveys, covenants, deeds, notes and deeds of trust and easements relating to the Property. Seller
authorizes (l) m4 attorney presently or previously representing Seller to release and disclose any tide insurance policy in such
attomey's file to Buyer and both Buyer's and Seller's agents and attorneys; and (2) the Property's tide insurer or Its agent to release and
disclose all materials in the Property's title insurer's (or title insurer's agent's) file to Buyer and both Buyers and Sellers agents and
nlromeys,
10. LADOR AND MATERIAL[ Stiller shall fltrttish at Closing an affidavit and indemnification agreement in form satisfactory to
Buyer stowing that all labor and materials, if any, famished to the Property within 120 days prior to the date of Closing have been
paid for and agreeing to indemnify Buyer against all loss from any cause or claim arising therellom.
11. CLOSING: Closing shall be defined as the date and [hate of recording of the deed and shall be on or before/O
(the "Closing Date"). All parties agree to execute any and all documents and papers necessary in conmiction wi�
th losin and transfer
of title anjy before�the9osiftgD \ace at a plap,9,and tir�ae deserted by Buyer.. The deeds is to be made to _
P
Buyer initials��� (�(. �l/. Seller initials
NC BAR ASSOCIATION - NC Bar Form No. 12 Revised 7r2007 0 712007 This stmndanl form has been approved jointly by:
North Curalim Bar Association - NC Bar Form No. 12
North Carolina Asaooiation orResltotsO, Inc. - Standard faint 12•T

Absent agreement to the comtaty in this contract or any subsequent modification thereto, the following terms shall apply: If either
parry Is unable to close by the Closing Date, men provided that the party is acting in good faith and with reasonable diligence to
proceed to closing, such party shall be entitled to reasonable delay of the Closing Date and sham give as much notice as passible to the
non -delaying patty and dosing agent. In such event, however, either party for whom the Closing Date is delayed shall have a
maximum of im (10) days from the Closing Date, or any extension of the Closing Dale agreed -upon in writing, in which to close
without payment of interest Following expiration of the ten-day period, the party not ready to close shall be responsible for paying to
the other party (if ready, willing and able to close) interest on the purchase price at the rate of eight percent (a%) per arm en accruing
from the end of the ten-day period until Closing occurs or the contract is terminated. Should the delay in closing continue for more
than thirty (30) days from the last agreed -upon extension of the Closing Date, however, then the non -delaying party shall have the
unilateral right to terminate the contract and receive the earnest money, but the right to such receipt shall not affect any other remedies
available to thenw,delaying party for such breach.
12. POSSESSION'. Unless otherwise provided herein, possession sham be delivered at Closing. No alterations, excavations, tree
removal or other such activities may be done before possession is delivered. Seller shall remove, by the date possession is made
available to the Buyer, allpersonal property which is not a part of the purchase and all garbage and debris from the Property,
13. PROPERTY INSPECTION/INVESTIGATION (Choose ONLY ONE of the following Alteratives):
13 ALTERNATIVE I-
(a) Soil, i'111W Utdiffes And Environmental Contingency: This contract is contingent upon Buyer obtaining report(s) that (i) the
soil is suitable for Buyer's Intended Use, (ii) utilities-an6allIES are available to the Property, (iii) there is no environmental
contamination, law, rule or regalatlon' that prohibits, restricts or limits Buyer's Intended Use, and (rv) there is no flood hazard that
Prohibits, restricts or limits Buyer's Intended Use (collectively the "Reports"). All costs and expenses of obtaining the Reports shall
be borne by Buyer. Buyer shall use' Buy°er's best efforts to obtain such Reports. If the Reports cannot be obtained, Buyer may
terminate this contract and the Earnest Money Derimit shall be refunded to Buyer. Buyer waives this contrition unless Buyer provides
written notice t Scllar by that this condition cannot be satisfied, TIME BEING OF THE
ESSENCE. ayeo— l�.u,�eQ klyty �r irj�ssZliPsLG 4lhlrL �D O471-9—&th/e,Q . WeLCS iU A,2Pi4 �4+ee
N SewerSyarem (check only ONE): K.voa.ru rb ae Sao��.eP. �
13uyet has inveatigat� the ousts and expenses to instal( the sewer system approved by the Improvement Permit attached hereto as
Bxhrbil A and hereby approves and auxpts said Improvement Pemtit.
O Seller repnsmtts fhaz the system has been instaEed which representation survives Closing but makes no further representations
to rho system Buyer acknowledges receipt of the Improvemcm Permit attached hereto es Exhibit A. Buyer shall have the option of
inspecting or obtebdng, at Buyers expense,. inspections) to determine the wnditlon of the system, if the system is not perforating the
frmcdon for wldch hnertded and is in aced of immediate repair, Buyer may ternrianto this Contract and the Earmest Money Deposit
shall 1>e rdbntkd to Huyer. Buyer waives this condition unless Huyer provides written notice to Seller ; byi
N/A mat this txlndltion cannot be satisfied, TIMEBEING OF THE ESSENCE.
Thie Contract is contingent upon O Buyer Seller Re nsible P
>mm � (" spo arty") obtaining an Improvement Permit unwritten evalnation
�the� M �i?`a �� (" ounty") for a (check oaiy ONL) Q conventional or X other
+ine absorpdonsetvage system fora J. _ bedroom home. All costs and
expenses of o raining salt Yeradt or n evaluation shell be home by Responsible Party unless otherwise agreed. In any ever((
Sower, by no later than% shall be responsible for cleating that portion of the Property required by the
County to perform its testa and/or inspections. Responsible Parry shall use best efforts to obtain such Permit or written evaluation) f
iha Irrrprovement Permit or written evaluation from the County mrmot be obtained by (date), either m er patty ay(
terminate this Contract and the Earnest Money Deposit shall be refunded to Buyer.
O Brryer has irwestigated and approved me availability, costs and expenses to connect to a U public or 0 community sewer syste I,
ram, ra Acrnn aa.� •....�.c.......................... - _....-. �_ _ _- _ _-_ _
Pa e4of7
Bayra initials 19M/-,. WIL Seller initials J_
NC BAR ASSOCIATION-- NC Bar Form No. 12 Revised 7/2007 0 7/2007 This standard form has been approved jointly by:
North Carolina Ber Association - NC Bar. Form No. 12
North Carolim Association of Realtors®, Ine. - S=dud Form 12-T

O AL'1'EHNA77VE 2; (N,)sAlfamuth+e oppnes ONLY ifAltem.n. 2 is chcerrodAND B, y+es hm potd the Opflon Fae.)
(a) Property httestigation with Option to Terminate: In Consideration of the stun set forth in paragraph 2(c) paid by Buyer to
Seller (not Escrow Agent) and other valuable consideration, the sufficiency of which is hereby acknowledged (the "Option Fee"),
Buyer shall have the right to terminate this contract for auy reason or no reason; whether related to the physical condition of the
Property or otherwise, by delivering to Seller written notice of termination (the "Termination Notice") by 5:00 p.m, on
N/A 20� TIME BEING OF THE ESSENCE (tire "Option Termination Date"): At any time
prior to Closing, Buyer shall have the right to inspect the Property at Buyer's expense (Buyer is advised to have all inspections of the
Property, inclui ftbutnot limited to those matters set forth in Alternative 1, performed prior to the Option Termination Date).
(b) Exercise of Option: If Buyer delivers the Termination Notice prior to the Option Termination Daze, TIME BEING OF THE
ESSENCE, this contract shall became null and void and all earnest monies received in connection herewith shall be refunded to
Buyer; however, the Option Fee will not be refunded and shall be retained by Seller. If Buyer fails to deliver the Termination Notice
to Seller prior to the Option Termination Date, then Buyer will be deemed to have accepted the Property in its physical condition
existing as of the Option Termination Date; provided such acceptance shall not constitute a waiver of any rights Buyer has under
paragraphs 3, 4 or 5 above. The Option Fee is not refundable, is not a part of any earnest monies, and will be credited to the purchase
14. RIGHT OF ENTRY, RESTORATION AND INDEMNITY: Buyer and Buyer's agents and contractors shall have the right to enter
upon the Property for the purpose of appraising and evaluating the Property, and performing the tests and inspections permitted in this
contract. Eu1'er shall, at Buyer's expense, PromPtiy repair any damage to the Property resulting from any activities of Buyer and Buyer's
agents and corliactots. Buyer will indemnify and hold Seller barmless from all loss, damage, claims, suits or torts, which shall arise out of
any conuaa, agMCM014 or h1juny to any person or property as a result of any activities of Buyer and Bayer's agelft Ed connaaors
relating to the Property. This indemnity shalt survive this contract and any termination hereof. Notwithstanding the foregoing, Seller shall
be responsible for any loss, damage, claim, suit or cost arising out of pre-existing conditions of the Property, and/or out of Seller's
negligence or wM acts or omissions.
15. OTHER PROVISIONS AND CONDITIONS: (CHECK ALL STANDARD ADDENDA THAT MAY BE A PART OF THIS
CONTRACT, IF ANY, AND ATTACH HERETO. ITEMME ALL OTHER ADDENDA TO THIS CONTRACT, IF ANY, AND
ATTACH HERETO. (NOTE: UNDER NORTH CAROLINA LAW, REAL ESTATE AGENTS ARE NOT PERK frM TO
DRAFT CONDITIONS OR CONTINGENCIES TO THIS CONTRACT.)
0 Additional Provisions Addendum (Form 2A11-7)
0 Back -Up Contract Addendum (Form 2A3 T)
0 Contingent Sale Addendum (Form 2A2-7)
O FHAIVA Financing Addendum (Form 2A4-T)_
OTHER: ,41�A!l�pk A�a?u�zv,�aG
❑ Loan Assumption Addendum (Form 2A6-1)
XOwners' Association Disclosure And Addendum (Form 2Al2-T)
❑ Seller Financing Addendum -(Form 2A5--T)
16. RISK OF LOSS: The risk of loss or damage by fire or other casualty prior to Closing shoo be upon Seller.
17. ASSIGNMENTS: This contract may not be assigned without the written consent of all patties, bill if assigned by agreement, then
this contract shall be binding on the assignee and his heirs and successors.
10. TAX ,DEFERRED EXCHANGE: In the event Buyer or Seller desires to effect a tax -deferred exchange in connection with the
conveyance of the Property, Buyer and Seiler agree to cooperate in effecting such exchange; provided, however, that the exchanging
party shall be responsible for all additional costs associated With such exchange, and provided further, that a non -exchanging party
shall not own= any additional liability with respect to such tax -deferred exchange. Seller and Buyer shall execute such additional
documents, at no con to the non-axehanging party, as shall be required to give effect to this provision. (NOTE: If Alternative 2 under
paragraph 13 of this =a =will apply, Seller should seek advice concerting the taxation of the Option Fee.)
19, PARTIES: This contract shall be binding upon and shall inure to the benefit of the parties, i.e., Buyer and Seller and their heirs,
successets and assigns. As used herein, words in the singular include the plural and the masculine includes the feminine and newer
geoders,'as appropriate.
Pa 5 of
Buyer irdtials <=��� � �-- Seller hdtiale '��x.
NC BAR ASSOCIATION . NC BarFemi No.12 Revised 712007 ® 7f2007 This standard form has been approved jointly by:
North Carolina bar Association - NC liar Form No. 12
North Carolina Association of Realtor®, Inc, - Standard Form 12•T

20. SURVIVAL: If any provision herein contained which by its nature and effect is required to be observed, kept or performed after
the Closing it shall survive the Closing and remain binding upon and for the benefit of the parties hereto until fully observed, kept or
performed.
21. ENTIRE AGREEMENT: This contract contains the entire agreement of the parties and there are no representations, inducements
or other provisions other than those expressed herein. All changes, additions or deletions hereto must be in writing and signed by all
parties. Nothing contained herein shall alter any agreement between a REALTOe or broker and Seiler or Buyer as contained in any
listing agreement, buyer agency agreement, or any other agency agreement between them,
22. NOTICE AND EXECUTION: Any notice or communication to be given to a patty herein may be given to the party or to such
party's agent. Any written notice or communication in connection with the transaction contemplated by this contract may be given to
a party or a party's agent by sending or transmitting it to any mailing address, e-mail address or fax member set forth in the "Notice
Address" section below. This offer sball become a binding contract (the "Effective Date") when signed by both Buyer and Seiler and
such signing is communicated to the offering party. This contract may be signed in multiple originals, all of which together constitute
one and the same instrument and the parties adopt the word "SEAL' beside their signatures below.
Buyer has ® has not made an on -site personal examination of the Property prior to the matdng of this offer.
THE NORTH CAROLINA ASSOCIATION OF REALTORS®, INC. AND THE NORTH CAROLINA BAR ASSOCIATION
MAKE NO REPRESENTATION AS TO THE LEGAL VALIDITY OR ADEQUACY OF ANY PROVISION OF THIS FORM IN
ANY SPECIFIC TRANSACTION. IF YOU DO NOT UNDERSTAND THIS FORM OR FEEL THAT IT DOES NOT PROVIDE
FOR YOUR LEGAL NEEDS, YOU SHOULD CONSULT A NORTH CAROLINA REAL ESTATE ATTORNEY BEFORE YOU
SIGN 1T. f _ /0^ r 7
Date: Date: �( Date: / / Gt
Buyer (SEAL) Seller �i%L•>1,s"1�l IKZ". Z/e (SEAL)
Date: Date: A /
Buyer Lay- (SEAL)
NOTE: INSERT THE ADDRESS AND/OR ELECTRONIC DELIVERY ADDRESS EACH PARTY AND AGENT APPROVES
FOR THE RECEIPT OF ANY NOTICE CONTEMPLATED BY THIS CONTRACT, INSERT "N/A" FOR ANY WHICH ARE
NOT APPROVED.
BUYER NOTICE ADD
Mailing Address: 6Z) a44o e,AAG � .
Bayer
Buyer E-mall Address: � iae2�eo�r/�jf5/, ue.t
Mailing Address:
Selling Agent FUN:
Selling Agent E-mail
Selling Agent Phone#:
SELLER NOTICE ADDRESS:
Mailing Address: iZ &A,'—;t � ,!, .
l4l-lf�ReL /Z 03257
Seller Fax#-a�q-97Z-67675
Seller E-mail Address�ic.E
LISTING AGENT NOTICE ADDRESS:
Mailing Address:
Listing Agent fax#:
Listing Agent E-mail Address:
Listing Agent Phone#:
Page 6 of 7
NC BAR ASSOCIATION -NC Box Form No. 12 Revised 7/2007 m 7/2007 This standard form has boan approved jointly by:
North Carolina Bar Association —NC Bar Fonn No. 12
North Carolina Association of ReahorsO, Inc —Standard Form 12-T

Escrow Agent acknowledges receipt of the earnest money and agrees to hold and disburse the same in accordance with the
terms hereof.
Date
By:
(Signature)
Individual Selling Agentllicense d
Firm Name:
Acting as U Buyer's Agent 17 Seller's (sub)Agent l] Dual Agent
Individual Testing Agentaicense tt
Firm Name:
Acting es J Seller's (sub)Agent O Dual Agent
/nJf '''�/ Pa o
Buyer initials= Seller initials S
NC BAR ASSOCIATION - NC Bar Form No. 12 Revised 712007 ® 72007 This standard form has been approved jointly by:
North Carohns Bar Association -NC Bar Forth No. 12
North Carolina Association ofRmhors®, Inc. - Standard Form 12-T

ADDENDUM TO OFFER TO PURCHASE AND CONTRACT
SUBDIVISION STREET DISCLOSURE STATEMENT
All roads located in Catawba Falls Preserve, including the roadways that provide access to
the lot which the Purchaser has contracted to buy, shall be private roadways and the responsibility
for maintenance shall rest with the property owners in the Catawba Falls Preserve subdivision. No
road maintenance shall be performed by the North Carolina Department of Transportation or any
other state or local government agency.
Catawba Falls LLC, a North Carolina Limited Liability Company, has subdivided the property
known as CATAWBA FALLS PRESERVE, as shown on a survey recorded in Map Book 9 Page 37 et
seq in the McDowell County, NC Register of Deeds.
North Carolina General Statutes 136-102.6(f) requires that certain disclosures be made to
prospective purchasers relating to the status of the roadways to be constructed in a subdivision.
The subdivision roads to be constructed in Catawba Falls Preserve are to be private roadways.
These roads will not be constructed to a standard that is sufficient to allow their inclusion in the State
Highway system for maintenance.
Restrictive covenants concerning the maintenance of the subdivision roads, and other restrictions
and conditions of use and occupancy of the property, are set out in the Amended and Restated Declaration
of Covenants, Conditions, and Restrictions of Catawba Falls Preserve Community Association recorded
at Deed Book 717 Page 838, McDowell County Registry.
The undersigned Purchaser(s), by execution of this Subdivision Street Disclosure Statement,
acknowledge the receipt of a copy of this Statement and of the restrictive covenants at the time they
signed below.
S1tiLLE CA . aW A, FALLS LLC
By, r u '_ ../` 1 DATE'GC/d
aze�x;1�. Authorized Agent
PURCHASER(S):
DATE
IU (/IXr� DATE

ADDITIONAL PROVISIONS ADDENDUM AND SIGNATURE PAGE
VACANT LAND OFFER TO PURCHASE AND CONTRACT
FOR LOTS IN CATAWBA FALLS PRESERVE
IN THE EVENT OF ANY CONFLICT BETWEEN THIS ADDENDUM AND THE SALE
CONTRACT OF WHICH IT IS A PART, THE TERMS OF THIS ADDENDUM SHALL CONTROL,
1. Prved and Incoruonted by Reference. Buyer acknowledges receiving, prior to
signing this Controperty Report Recei
act, a copy of the Property Report filed by Seller with the Office of Interstate Land Sales
Registration, US Department of Housing and Urban Development, which is incorporated by reference as a part of
this Contract.
2. Utilities Roads and Recreational Facilities. Buyer and Seller agree that only the following
services and amenities will be provided or completed by the Seller, and such completion shall be subject to time
extensions caused by acts of God, material shortages, strikes or any other grounds legally supportable to establish
impossibility of performance in North Carolina: Paved roads providing access to the Property; recreational facilities
consisting of a common area and pedestrian easements; and electric utilities service to the boundaries of the
Property. Buyer shall be responsible for installation and maintenance of an individual well and septic system to
serve the Property, and for all tap fees, connection fees, and deposits required by utilities service providers. The
Catawba Falls Preserve Community Association has or is obligated to accept and maintain the subdivision roads,
common areas, and pedestrian easements within the subdivision boundaries.
3. Warranties by Seller. Buyer acknowledges and agrees that, except for the warranties of title to be
included in the deed and the obligation of Seller to provide Buyer a buildable lot for a home site, Seller does not and
shall not, by the execution and delivery of this Agreement or any instrument executed and delivered in connection
with the Closing, make any warranty, express or implied, of any kind or any nature whatsoever, with respect to the
Property, and all such warranties are disclaimed. Seller makes, and shall make, no express or implied warranty as to
the merchantability, value, quality or salability of the Parcel.
4. Conditio_ n of'_ e�ly Buyer acknowledges making a personal, on -the -lot inspection of the
Property prior to signing this Contract. Buyer acknowledges that Buyer has riot relied upon any advice nr
representations by Seller or any agent or employee of Seller relative to soils or subsurface conditions on the Property
and agrees to accept the Property in "AS IS" condition.
5. Sewer System. Buyer and Seller agree this Contract is contingent upon Seller providing evidence
to Buyer that Seller has obtained Improvement Permit from the McDowell County Health Department (County) for
a (CHECK ONLY ONE) conventional or othergrond
three (3) bedroom home. All costs and expenses of obtaining th Permit shll be paid byrption Sellersewage system for a
6. Plan Aooroval/Occuoanc} of Prooerty. Buyer acknowledges that the Declaration of Covenants,
Conditions and Restrictions of Catawba Falls Preserve (Declaration) requires that plans and specifications for all
construction and landscaping on the Lot be approved by the Architectural Review Board (ARB) prior to
commencing construction activities and that the ARB may charge a reasonable fee. Buyer acknowledges that the
Declaration requires a construction deposit to be made prior to commencing construction activities on the Property
and agrees to ensure that the deposit is made. Buyer agrees to cause all contractors and builders engaging in any
construction activity on the Property to comply with the Declaration. Buyer shall cause all construction and
development on the Property to be performed substantially in accordance with the approved plans, and all laws,
rules, regulations of the Catawba Falls Preserve Community Association (Association) and ordinances relating to the
Property. Buyer acknowledges that the Declaration prohibits occupancy prior to commencement of construction,
during the course of construction; and al any time prior to a dwelling being fully completed.
7. Private Amenities. Private amenities, including a lodge and conference facility, may be
constructed within or adjacent to Catawba Falls Preserve and, if constructed, may be privately owned and operated
on a commercial basis. Buyer acknowledges that use of any private amenity will be subject to payment of fees and
compliance with rules established by the owner of the private amenity, that purchase of the Property does not
guarantee or vest in Buyer any right to membership or the right to use a private amenity, and that no propertyowner,

D SIGNATUP-F
NS A
ADDITIONAL LAND OFFER TOPU CHASE AND CONTRACT GE
FOR LOTS IN CATAW BA FALLS PRESERVE
I
'T BLTWEEN THIS ADDENDUM AND THE
IN THE WHICH IT S ANY COTHE TERMS OF THIS ADDENFLIC NDUM SHALL CON'f KOL, SALE,
CONTRACT OF Gl prior to
1, Property Re [)it Received and Inco orated b Reference. Buyer acknowledges red ervin ' p art es
er
of
signing this US tract,Depamen of HousingoandtU ban Develop mens which istincorle p rat d by ce of reference as s part
Reg
this Contract.
Z, Utilities Roads and Recreational Facilities.
Se11l5bBeUyand sucher and eelomper �tonree tshall bhat � sub' ectthe ltorbme
services and amenities will be provided or completed by
p or able to establish
ies
extensions caused by acts of God, material shortagesh Carolina: , strikes or any other grounds legallysu p
oPe
postingrof a commonnare in ea andtpedestrian easements; and elactnccutilitiecess stserhe viee t ythe boundaries oftile
of an individual well and septic system to
Property. Buyer shall be responsible for installation and maintenance
serve the Property, and for all tap fees, connection fees, and deposits required by utilities service providers. The
Catawba Fa11s.Preserve Community Association has or is obligated to accept and maintain the subdivision roads,
common areas, and,pedestrian easements within the subdivision boundaries.
3. Warrant es by Seller• Buyer acknowledges and agrees that, except for the wary lies of title to be
es not and
1.
included in the deed and
obligation
vAgreement or any instrument executed and deliveredrinoconnection
shall not, by the exec
Property,with the osingnd all such warranties aredisclaimed.pes Seller makes, and shall make, ied, of any kind or any norexpress or implied warranty as to
the merchantability, value, quality or salability of the Parcel. j
q. Condition of Prooerty. Buyer acknowledges making a personal, on-the-loy inspection advice
tiler
Property prior to signing this Contract. Buyer acknowledges that Buyer has not relied u on any advtee ty
representations by Seller or any agent or employee of Seller relative to soils or subsurface conditions on the Property
and agrees to accept the Property in "AS IS" condition. j
5, Sewer System. Buyer and Seller agree this Contract is contingent upon Seller' providing evi11 dence
to Buyer that Seller has obtained Improvement Permit from the McDowell County
bsorptionpswage r systimYfor oa
a (CHECK ONLY ONE) _X_ conventional or other _n/a ground
three (3) bedroom home. All costs and expenses of obtaining the Permit shall be paid by Seller.
G. Plan Aonrovalloccuoancv of Property. Buyer acknowledges that the Declaration of Clvenan[s,
erve (Declaration) requires that plans and pecificatio s for all
Conditions and Restrictions of Catawba Falls Pres
construction and landscaping on the Lot be approved by the Architectural Review Board (ARB)Ipiior to
commencing construction activities and that the ARB may charge a reasonable fee. Buyer acknowledges That the
Declaration requires a construction deposit to be made prior to commencing construction activities on tit en.'.,[operty
and agrees to ensure that the deposit is made. Buyer agrees to cauply with the Declaration. Buyer shall cause all construct�n and
se all contractors and builklers engagine in any
construction activity on the Property to como
development on the Property to be performed substantially in accordance with the approved plans, and all laws,
rules, regulations of the Catawba Falls Preserve Community Association (Association) and ord nances relating to the
Property. Buyer acknowledges that the Declaration prohibits occupancy prior to commencernent of construction,
during the course of construction, and at any time prior to a dwelling being fully completed.
7. Private Amenities. Private amenities, including a lodge and conferef ice facility] may be
constructed withiowned and operated
n or adjacent to Catawba Falls Preserve and, if constructed, may be privatel�
on a commercial basis. Buyer acknowledges that use of any private amenity will be subject to payment , fees and
compliance with rules established by the owner of the private amenity, that purchase of the Property does not
guarantee or vest in Buyer any right to membership or the right to use a private amenity, and that no propertyolviier,

including Buyer, will acquire any interest in any private amenity by virtue of taking title to property in Catawba
Falls Preserve. Buyer acknowledges that no representations or warranties, either verbal or written, have been or are
made by the Seller or any other person that any private amenity will become Common Area (as defined in the
Declaration) of the Association or any other owners association or that ownership of, or voting rights with respect
to„a private amenity will be conferred by virtue of purchasing property within Catawba Falls Preserve.
8. Association. Upon conveyance of the Parcel to Buyer, Buyer shall automatically become a
member of the Catawba Falls Preserve Community Association (Association) and shall be subject to all assessment
obligations, all design and construction guidelines and procedures of the Architectural Review Board of Catawba
Falls Preserve (ARB), and all other provisions of the Declaration of Covenants Conditions and Restrictions of
Catawba Falls Preserve (Declaration), and the Articles, By -Laws and rules of the Association. The Declarant under
the Declaration may make certain changes in or amendments to the Declaration as provided under its terms, without
the approval of Buyer. All changes shall be made in accordance with the provisions of the Declaration and shall not
affect the rights and liabilities of the parties under this Contract, or be a cause or reason for termination or revision
ofthis Contract.
9. Costs and Prorations.
a. Closing Costs. At Closing, Seller shall provide or pay for the preparation of the deed, costs of
transfer tax, and all costs incident to the release of the Property from existing mortgages and financing statements, if
any. Buyer shall pay all other closing costs, including but not limited to, any costs associated with the title search,
certificates from the Property Owners Assoc. relating to dues, the premium for the owner's title insurance policy, if
desired, and any loan to acquire the Property.
b. General Real Estate Taxes. Real property taxes assessed against the Property for the year of
Closing shall be prorated as of 12:01 a.m. on the day of Closing. If the current year's taxes have not been
determined at the time of Closing, proration shall be based on the previous year's taxes. Buyer acknowledges that as
of the day of Closing, the Property might not have been assessed as a separately described parcel of real estate and
that real property taxes for the year of sale (or the previous year, if applicable) might be assessed under a tax bill in
the name of Seller which covers additional property. If so, Buyer and Seller agree that the current tax for the
Property shall be determined by multiplying the total tax bill (based on the previous year, if the tax bill for the
current year is not yet available) by a fraction, the numerator of which shall be the acreage of the Property being
purchased and the denominator of which shall be the total acreage of all property covered by the tax bill, prorating
the product of such multiplication as of the date of Closing.
C. Common Expense Assessments. The annual assessments, if any, levied against the Property as
provided in the Declaration shall be prorated as of 12:01 a.m. on the day of Closing and the Buyer's portion shall be
paid by the Buyer to the Association at Closing. A contribution to working capital of the Association in the amount
of $100.00 (or other amount required by the Declaration) shall be paid by Buyer to the Association at Closing. The
Association may in addition impose a transfer or service fee on lot sale transactions, which shall be paid by the
Buyer to the Association at Closing.
10. Subdivision Street Disclosure Statement. North Carolina General Statutes 136-122.6(f) requires
that certain disclosures be made to prospective purchasers relating to the status of roads to be constructed in a
subdivision. Seller has subdivided the property known as Catawba Falls Preserve, as shown on a survey recorded in
Plai Book 9 Pages 3740 or by subsequently recorded revision plats in the McDowell County, NC Registry. The
subdivision roads to be constructed in Catawba Falls Preserve are to be private roads and will not be constructed to a
standard sufficient to allow their inclusion in the State Highway system for maintenance. The Declaration of
Covenants, Conditions and Restrictions of Catawba Falls Preserve sets out covenants concerning the maintenance of
the subdivision roads and other restrictions and conditions of use and occupancy of the property. ' A'copy of the
Declaration and all amendments has been recorded in the McDowell County Registry, and has been furnished to the
Buyer at the time of signing this Contract. All roads located in Catawba Falls Preserve, including the roads that
provide access to the Property which the Buyer has contracted to buy, shall be private roads and the responsibility
for maintenance shall rest with the property owners in the Catawba Falls Preserve subdivision. No road
maintenance shall be performed by the State Board of Transportation: or any other federal, state or local
government agency.

11. Other.
(a) Buyer acknowledges that they have received a copy of the HUD Property Report and have been given an
opportunity to review it prior to signing purchase agreement.
(b) Buyer acknowledges receipt of disclosure regarding the nature of the Private roads within the Catawba Falls
Preserve subdivision.
(c) Buyer acknowledges receipt of a copy of the Improvement Permit Application # W00031131 issued for home
site 195 dated May 4, 2007 by the North Carolina Department of Water Quality.
(d) Buyer acknowledges receipt of a copy of the survey for home site 195.
(e) Buyer acknowledges receipt and review of the Second Amended and Restated Declaration of Covenants, Bylaws
of the Catawba Falls Preserve Community Association and Architectural Review Guidelines and Buffer Area
Restrictions.
(f) Seller will transfer Improvement Permit to Buyer with State Approval and deliver to Buyer original design of
Drip Septic System.
(h) Buyer shall receive a credit toward purchase price of $16,276.25 by transferring back to Bluegreen Corporation
their Time Share interest free and clear of all encumbrances and with all Association fees, expenses and dues
paid in full.
(i) Buyer will receive at closing a bonus credit of $8,723.75 as part of a yearend promotion.
6) Buyer may pay balance due at closing with a credit card (excluding Discover or AMX). Should Buyer dispute
charge on credit card after closing it will be a default of the contract and Seller shall keep deposit and Buyer
will be obligated to pay all costs of transferring deed to home site back to Seller.
YOU HAVE THE OPTION TO CANCEL YOUR CONTRACTOR AGREEMENT OF
SALE BY NOTICE TO THE SELLER UNTIL MIDNIGHT OF THE SEVENTH DAY
FOLLOWING THE SIGNING OF THE CONTRACT OR AGREEMENT. IF` YOU DID
NOT RECEIVE A PROPERTY REPORT PREPARED PURSUANT TO THE RULES AND
REGULATIONS OF THE OFFICE OF INTERSTATE LAND SALES REGISTRATION.,
U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, IN ADVANCE OF,
YOUR SIGNING THE CONTRACT OR AGREEMENT, THIS CONTRACT OR
AGREEMENT MAY BE REVOKED AT YOUR OPTION FOR TWO YEARS FROM THE
DATE OF SIGNING.
i�
IF YOU DO NOT UNDERSTAND THIS FORM, OR IF YOU FEEL THAT IT DOES NOT PROVIDE
FOR YOUR LEGAL NEEDS, YOU SHOULD CONSULT A NORTH CAROLINA REAL ESTATE ATTORNEY
BEFORE YOU SIGN IT.
BUYER(S)�
�SE ERAAA. W. r1 8F re LS LLC
cIDATE)II6 �A/,4i (DATE) C;? By.
L161 dLr AT Managing Agent
( —/a%7
Escrow Agent acknowledges receipt of the earnest money and agrees to hold and disburse the. same in
accordance with the terms of this Contract.

Mr. Terrell R Jones
Catawba Falls, LLC
4960 Conference Way
Boca Raton, Florida 33431
Dear Mr. Jones:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North --...aa Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
May 4, 2007
Subject: Permit No. WQ0031131
Catawba Falls Subdivision Lot 195
Surface Irrigation Facility
McDowell County
In accordance with your permit application request received December 15, 2006 and additional
information received March 21 and April 13, 2007, we are forwarding herewith Permit No. WQ0031131,
dated May 4, 2007, to Catawba Falls, LLC for the construction and operation of the subject single family
wastewater treatment and surface irrigation facilities.
This permit shall be effective from the date of issuance until April 30, 2012, and shall be subject to the
conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required operational information will result in future compliance problems.
An extension shall be requested at least six (6) months prior to the expiration of this permit. Upon receipt of the
request the Commission will review the adequacy of the facility described therein and, if warranted, will extend
the permit for such period of time and under such conditions and limitations as it may deem appropriate.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request
must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and
filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless
such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. Please contact Duane Leith by
email at [e-mail] or by phone at [phone] if you need additional information
concerning this matter.
Sincerely,
lan W. Klimek, P. E.
cc: McDowell County Health Department
Asheville Regional Office - Aquifer Protection Section
Technical Assistance and Certification Unit
Keith M. Roberts, P.E., Development Consulting Services, Inc.
APS Central Files (WQ0031131)
LAU Files
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwatereuality mg Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10 % Post Consumer Paper
NorthCarolina
Naturally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

h`eceNed 03 20 2007 08:14
03/20/2007 THE 7:18 FAX 9195�,,v,,J8 CHAPEL RIDGE D007/007
Mai rai �uur ia:zr rxx t,u lyt'lUtYl ULUEaREEN COMMUNITIES i CHAPEL RIOOE 0 003/005
03/19/2007 NON 10:53 FAX [phone] CHAPEL RIDGE mjun/uun
OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY IiMSTDENCE SURFACE MRIGATION SYSTEM
DLVISION OF WATER QUALITY
Property Owner(r
-Tylailing Addrear.
Facility Address:
Disposal Method
County: 4L1Qp%dell _-
Permit xo,
Me agree to operate and malntaln the wasWwamr treatment system as followai.
1. The Penr&taeisroaponeiblefortheoperatiogandrnaintenenosoftheentimtranunentaaddisposal
system including, but not limited to, the following items:
u, The septic tank shall be eheaked annually and pumped out as needed. The effluent Sher shall be
eheckad and cleaned at the same frequency ofthe septic tank
b. The sand filter surface aha11 be raked and leveled every nix (6) months and say voyetative growth
sball be removed by hand (accaratbfe sandjflleY,r orjM.
e. Check one: I ,
o The tablet chlorinator shall be checked every week Tables aball be added so as toptovldc
er chlorination,
}f Ths ultraviolet disinfection unit shall be eheoked every week. The lamp shall be cleaned
and/or replaced to engure proper disinfection,
d. The storage, pump, and alarm systems shallbe lnspeatod monthly. The soum layer shall be
removed at the same time interval us the septic teak is pumped out
c. The irrigation system shall be inspeoted monlllly to make ouldn of proper opctation, that
vegetative growth does not interfere with the mtcm itsspecdon or oporation, that the soil is
assimilating the disposed tumd. wastewater with no surface runoff, and than no ebjectlonablc
Odom ate being bmnsrated.
2. Failure of the Pcrmirtee to properly operate this system is gubjftt to a penalty up to S2d,000 per day.
3. Failure to moat the permit conditions or violation of the State's surface or groundwater regulatiane
will require evacuating the dwelling and. may void the permit
1/Plc understand the abaveregmrenients and agree to the terms as part of the issued permit,
pdner(s) Signanue(a) . %7j� R bate.
;•' Date:
..... otatySigtaturet ` 01DQ
........?i0 hiotaty seal: Cosmlisaion Expi ati,= 1 J

Permit: WQ0031131
SOC:
County: McDowell
Region: Asheville
Compliance Inspection Report
Effective: 05/04/07 Expiration: 04/30/15 Owner: Catawba Falls LLC
Effective: Expiration: Facility: Catawba Falls Subdivision Lot 195
195 Catawba Falls Pkwy
Contact Person: Keith M Roberts Title:
Black Mountain NC 28711
Phone: [phone]
Directions to Facility:
Take Hwy 9 south from Black Mountain turn left on SR 1100 (Mt. Hebron Church Road) turn left into Catawba Falls Subdivision. Follow
Systerasfct lot#195.
n Clsiafoa:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
24 hour contact name
Related Permits:
Inspection Date: 02/09/2010
Primary Inspector: Beverly Price
Secondary Inspector(s):
Matt Berdette
Entry Time: 01:30 PM Exit Time: 01:45 PM
Phone: [phone]
qiq- 4Rz a627
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Reconnaissance
Permit Inspection Type: Surface Irrigation - SFR (Single Family Residence)
Facility Status: ❑ Compliant ❑ Not Compliant
Question Areas:
E Miscellaneous Questions
(See attachment summary)
Page: 1

Permit: W00031131 Owner - Facility: Catawba Falls LLC
Inspection Date: 0210912010 Inspection Type: Reconnaissance Reason for Visit: Routine
Inspection Summary:
No site visit. The wastewater system has not been constructed yet. The lot has not been sold. Phone conversation with
Matt Berdette 2/912010.
Page: 2

Compliance Inspection Report
Permit: WO0031131 Effective: 05/04/07 Expiration: 04/30/12 Owner: Catawba Falls LLC
SOC: Effective: Expiration: Facility: Catawba Falls Subdivision Lot 195
County: McDowell 195 Catawba Falls Pkwy
Region: Asheville
Black Mountain NC 28711
Contact Person: Keith M Roberts Title: Phone: [phone]
Directions to Facility:
Take Hwy 9 south from Black Mountain turn left on SR 1100 (Mt. Hebron Church Road) turn left into Catawba Falls Subdivision. Follow
Catawba Falls ParkwayY to lot #195.
System Classifications:
Primary ORC: _ Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
24 hour contact name
Related Permits:
Inspection Date: 03/12/2009
Primary Inspector: Beverly Price
Secondary Inspector(s):
Matt Berdette
Entry Time: 10:30 AM Exit Time: 11:00 AM
Phone:
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Reconnaissance
Permit Inspection Type: Surface Irrigation - SFR (Single Family Residence)
Facility Status: ❑ Compliant ❑ Not Compliant
Question Areas:
0 Miscellaneous Questions
(See attachment summary)
Page: 1

Permit: WO0031131 Owner - Facility: Catawba Falls LLC
Inspection Date: 03/12/2009 Inspection Type: Reconnaissance Reason for Visit: Routine
Inspection Summary:
Site visit not conducted. Matt Berdette, Engineer representing Catawba Falls Subdivision, LLC indicated that the
Engineers Certification has not been submitted and the facility has not been constructed. Phone conversation 3116/09.
Page: 2

Compliance Inspection Report
Permit: WQ0031131 Effective: 05/04/07 Expiration: 04/30/12 Owner: Catawba Falls LLC
SOC: Effective: Expiration: Facility: Catawba Falls Subdivision Lot 195
County: McDowell 195 Catawba Falls Pkwy
Region: Asheville
Black Mountain NC 28711
Contact Person: Keith M Roberts Title: Phone: [phone]
Directions to Facility:
Take Hwy 9 south from Black Mountain turn left on SR 1100 (Mt. Hebron Church Road) turn left into Catawba Falls Subdivision. Follow
atawba Falls parkwag to lot #195.
ystem Classificatio s:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
24 hour contact name
Related Permits:
Inspection Date: 05109/2008
Primary Inspector: Beverly Price
Secondary Inspector(s):
Fred Ward
Entry Time: 09:45 AM Exit Time: 10:00 AM
Phone: [phone]
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Reconnaissance
Permit Inspection Type: Surface Irrigation - SFR (Single Family Residence)
Facility Status: Q Compliant O Not Compliant
Question Areas:
Miscellaneous Questions
(See attachment summary)
Page: 1

Permit: WO0031131 Owner - Facility: Catawba Falls LLC
Inspection Date: 05/09/2008 Inspection Type: Reconnaissance Reason for Visit: Routine
Inspection Summary:
According to Blue/Green Corporate representative Fred Ward, this facility has not been constructed. The lot has not even
been sold.
A site visit was not conducted in order to generate this report.
Page: 2

Mr. Terrell R Jones
Catawba Falls, LLC
4960 Conference Way
Boca Raton, Florida 33431
Dear Mr. Jones:
Michael F. Easley, Governor
i
William'G. Ross Jr., Secretary
North Ca=— Department of Environment and Natural Resources
Alan W. Klimek; P.E., Director
Division of Water Quality
May 4, 2007I MAY 22 2007
Asheville Regional Office
Subject: Permit No. WQ0031131
Catawba Falls Subdivision Lot 195
Surface Irrigation Facility
McDowell County
In accordance with your permit application request received December 15, 2006 and additional
information received March 21 and April 13, 2007, we are forwarding herewith Permit No. WQ0031131,
dated May 4, 2007, to Catawba Falls, LLC for the construction and operation of the subject single family
wastewater treatment and surface irrigation facilities.
This permit shall be effective from the date of issuance until April 30, 2012, and shall be subject to the
conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining'the
required operational information will result in future compliance problems.
An extension shall be requestedat least six (6) months prior to the expiration of this permit. Upon receipt of the
request the Commission will review the adequacy of the facility described therein and, if warranted,',will extend
the permit for such period of time and under such conditions and limitations as it may deem appropriate.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit.I ,This request
must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and
filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714.1 Unless
such demands are made this permit shall be final and binding. I i,
One set of approved plans and specifications is being forwarded to you. Please contact Duane Leith by
email at [e-mail] or by phone at [phone] if you need additional information
conceming this matter. I
Sincerely,
Alan W. Klimek, P. E.
cc: McDowell Coun Health Department
s ida+M e ton oti Y
Technical Assistance and Certification Unit
Keith M. Roberts, P.E., Development Consulting Servicesi Inc.
APS Central Files (WQ0031131)
LAU Files
o"Carolina
�vabrra!!�
Aquifer Protection Section 1636Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: v .ncwateroualitv.ore Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper Customer Service: [phone]

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL
RALEIGH
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Catawba Falls, LLC
McDowell County
FOR THE
construction and operation of a 360 gallon per day (GPD) surface irrigation wastewater
treatment and disposal system consisting of a 1,200 gallon baffled septic tank with
effluent filter, an Advantex AX-20 secondary treatment unit with a 1,000 gallon
recirculating tank and a 65.3 cubic foot fixed film textile media filter assembly, a 14
GPM ultraviolet disinfection unit, a 3,000 gallon storage/pump tank, a 12 GPM pump
with a high water alarm light and buzzer, a 14,720 square foot drip irrigation area
consisting of 4 zones of 3680 square feet each with 4 drip lines approximately 230 feet
long on a 4 foot spacing and all associated piping and appurtenances, to serve the
Catawba Falls Subdivision Lot 195 residence with no discharge of wastes to the surface
waters, pursuant to the application received December 15, 2006, and in conformity with
the project plan, specifications, and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a
part of this permit.
This permit shall be effective from the date of issuance until April 30, 2012 and shall be
subject to the following specified conditions and limitations:
PERFORMANCE STANDARDS
Upon completion of construction and prior to operation of this permitted
facility, a certification must be received from a professional engineer certifying
that the permitted facility_has been installed in accordance with this permit, the
approved plans and specifications, and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the
responsibility to track further construction approved under the same permit
and shall provide a final certificate of completion once the entire project has
been completed. Mail the Certification to the Land Application Unit, 1636
Mail Service Center, Raleigh, NC 27699-1636.

2. The Asheville Regional Office, telephone number [phone], shall be
notified at least forty-eight (48) hours in advance of operation of the installed
facilities so that an in -place inspection can be made. Such notification to the
regional supervisor shall be made during the normal office hours from 8:00
a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays.
3. The surface irrigation facilities shall be effectively maintained and operated at
all times so that there is no discharge to surface waters, nor any contamination
of ground waters, which will render them unsatisfactory for normal use. In the
event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions or failure of the irrigation area to adequately assimilate the
wastewater, the Permittee shall take immediate corrective actions including
those actions that may be required by the Division of Water Quality, such as
the construction of additional or replacement wastewater treatment and
disposal facilities.
4. The issuance of this permit shall not relieve the Permittee of the responsibility
for damages to surface or ground waters resulting from the operation of this
facility.
5. A leakage test shall be performed on the septic tank, recirculating tank and
storage/pump tank(s) to insure that any exfrltration occurs at a rate, which does
not exceed twenty (20) gallons per twenty-four (24) hours per 1,000 gallons of
tank capacity. The Engineer's Certification will serve as proof of compliance
with this condition.
If excavation into bedrock is required for the installation of the septic tank or
sand filter, the pit shall be lined with a 10-mil synthetic liner.
7. A sanitary tee and filter shall be installed on the effluent pipe of the septic tank.
The Engineer's Certification will serve as evidence that these specifications
have been met.
8. The residuals generated from these treatment facilities must be disposed in
accordance with General Statute 143-215.1 and in a manner approved by the
Division.
I
9. Diversion or bypassing of the untreated wastewater from the treatment
facilities is prohibited.
10. The following buffers shall be maintained:
a. 100 feet between wetted area and any residence or places of public
assembly under separate ownership,
b. 50 feet between wetted area and property lines,
C. 100 feet between wetted area and wells,
d. 50 feet between wetted area and drainage ways or surface water bodies,
e. 50 feet between wetted area and public right of ways,
f. 100 feet between treatment/storage units and any wells, and
g. 50 feet between treatment units and property lines.

11. The pump tank(s) shall have functional audible and visual high water alarms
that are external to any structure.
12. The disposal system shall be connected to a rain or moisture sensor that shall
indicate when wastewater application is not appropriate in accordance with
Condition II(4).
13. The existing vegetation on the drip irrigation site 'shall not be cleared or
disturbed except to the extent necessary to install the dripline.
14. All tank access risers shall extend at lest six (6 ) inches above finished grade
and shall be provided with properly secured covers.
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and surface irrigation facilities
by the Water Pollution Control System Operators Certification Commission
(WPCSOCC), the Permittee shall designate and employ a certified operator to
be in responsible charge (ORC) and one or more certified operator(s) to be
back-up ORC(s) of the facilities in accordance with 15A NCAC 8G .0201.
The ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or
as specified in this permit and shall comply with all other conditions specified
in these rules.
3. A suitable year round vegetative cover or leaf litter cover shall be maintained
over the disposal area.
4. Irrigation shall not be performed during inclement weather or when the ground
is in a condition that will cause runoff.
5. Adequate measures shall be taken to prevent wastewater runoff from the
irrigation field.
6. The application rate shall not exceed a, cumulative loading of 19.58 inches
over any twelve (12) month period at an instantaneous application rate not to
exceed 0.15 inches per hour.
7. The facilities shall be effectively maintained and operated as a non -discharge
system to prevent the discharge of any wastewater resulting from the operation
of this facility.
8. No type of wastewater other than that from the Catawba Falls Subdivision Lot
195 residence shall be emitted onto the irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while
installation occurs or while normal maintenance is being performed.
10. The irrigation field shall be fenced with at least a two -strand wire fence.

11. Wastewater treatment units open to the atmosphere shall have restricted access
and pump control panels shall be locked.
12. The Permittee is responsible for the operation and maintenance of the entire
treatment and disposal, system including, but not limited to, the following
items:
a. The septic tank shall be checked annually and pumped out as needed.
The septic tank effluent filter shall be checked and cleaned at the
same frequency of the septic tank.
b. The ultraviolet disinfection unit shall be checked every week. The
lamp shall be cleaned and/or replaced as necessary to ensure proper
disinfection.
C. The storage, pump, and alarm systems shall be inspected monthly.
The scum layer shall be removed at the same interval as the septic
tank is cleaned out.
d. The system shall be inspected monthly to make certain of the proper
operation of the drip line, that the vegetative growth allows a proper
drip pattern, that the soil is assimilating the disposed treated
wastewater with no surface runoff, and that no objectionable odors are
being generated.
M. MONITORING AND REPORTING REQUIREMENTS
L . Any monitoring deemed necessary by the Division to insure surface and
ground water protection will be established and an acceptable sampling
reporting schedule shall be followed.
2. The Permittee shall maintain records of all maintenance performed on the
system and irrigation area, as required in Condition 11(12) for a minimum of
five years. This information shall be provided to the Division upon request.
Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office,
telephone number [phone], as soon as possible, but in no case more
than 24 hours or on the next working day following the occurrence or first
knowledge of the occurrence of any of the following:
a. Any process unit failure, due to known or unknown reasons, that
renders the facility incapable of adequate wastewater treatment, such as
mechanical or electrical failures of pumps, emitters, etc.; or
b. Any failure of a pumping station or treatment facility resulting in a by-
pass directly to receiving waters without treatment of all or any portion
of the influent to such station or facility.
LI

F
Occurrences outside normal business hours may also be reported to the
Division's Emergency Response personnel at telephone number (800) 858-
0368 or [phone]. Persons reporting such occurrences by telephone
shall also file a written report in letterform within five (5) days following first
knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
IV. INSPECTIONS
Adequate inspection, maintenance, and cleaning shall be provided by the
Permittee to insure proper operation of the subject facilities.
2. Any duly authorized officer, employee, or representative of the Division may,
upon presentation of credentials, enter and inspect any property, premises or
place on or related to the disposal site or facility at any reasonable time for the
purpose of determining compliance with this permit, may inspect or copy any
records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
V. GENERAL CONDITIONS
This permit shall become void unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities
to change ownership, or there is a name change of the Permittee, a formal
permit request must be submitted to the Division accompanied by
documentation from the parties involved, and other supporting materials as
may be appropriate. The approval of this request will be considered on its
merits and may or may not be approved.
4. Upon the availability of a municipal or regional sewerage collection system,
the subject wastewater treatment facilities shall be abandoned and all
wastewater discharged into the municipal or regional sewerage system.
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division in accordance
with North Carolina General Statute 143-215.6A to 143-215.6C.
6. The issuance of this permit does not preclude the Permittee from complying
with any and all statutes, rules, regulations, or ordinances, which may be
imposed by other government agencies (local, state, and federal), which have
jurisdiction.

This permit may be revoked if the Permittee fails to abide by the conditions of
the "Operation and Maintenance Agreement" previously signed by the
Permittee.
8. The Permittee shall retain a set of approved plans, specifications and operation
and maintenance manual of the subject facility for the life of the project.
The Permittee shall pay the annual administering and compliance fee within
30 days of being billed by the Division. Failure to pay the fee accordingly
may cause the Division to initiate action to revoke this permit as specified by
15A NCAC 2T .0105 (e)(3).
10. The Permittee, at least six (6) months prior to the expiration of this permit,
shall request its extension. Upon receipt of the request, the Commission will
review the adequacy of the facilities described therein, and if warranted, will
extend the Permit for such period of time and under such conditions and
limitations, as it may deem appropriate.
Permit issued this the 4th of May, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
((Alan W. Klimek, P.E., Director
1\" Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00031131
G7

VA
Permit No. WQ0031131
May 4, 2007
ENGINEER'S CERTIFICATION
Partial Final
I, - as a duly registered Professional Engineer in
the State of North Carolina, having been authorized to observe (periodically, weekly, full time)
the construction of the project,
Project Name Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in
the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of this permit, the approved plans and specifications, and other
supporting materials.
Signature
Date
Registration No.
7

li8eceived 03 20 2007 08:14
03/20/2007 TUE 7:18 FAX [phone] CHAPEL RIDGE
00/18/200T 18;21 FAX 5G1S128121 BLUEGREEN COMMUNITIES
03/19/2007 MON 10;53 FAX [phone] CHAPEL RIDGE
+ CHAPEL RIDGE
OTERATION AND MAINTENANCE AGREEMENT
SINGLE SAMMy RESIDENCE SURFACE MMGATION SYSTEM
DIVISION OF WATER QUALITY
R006/007
9 002/005
µ YVL/VUV
property Owner(s);_ Gs.`ftkw�e, Tc.Us 1�^eSerttt
MailingAddress; LEI62 C.er��ete � 1pl�./ No+t St,li� Ili B� E�tm
Facility Address: I q S Cg i& Fw\1a AIM Z $711
Disposal Method: o SMRAYIPM(3ATION
County;
DF211WOATION
. PerntItIlm
UWe agree to operate and maintain the WdStewaWttratamt system as follows;
1. The Ferrmttw is responsible fbr the oparadon and maintenance of this entiro ireatmant and disposal
syarem including, but not limited to, the fallowing items:
B. the septic tank shall be eheoked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency of the mptio task
b. The sand filter surface, shall be raked and leveled awry six (6) months end any vegetative growth
shall be removed by hand jacccurfble aandJfltat only].
e. Check one: .
o The tablet chlorinator ehall-be checked every, week Tablets shall be added so ss to provide
ThC cblonnation,
if eulhaviolet disinfection unit shell be clinked every week The lamp shall be cleaned
and/or rbplacod to ensure proper disinfection.
d. The storage, pump, and alarm systems shall be inspceted monthly. The scorn layer sballbe
removed et the scene, time interval as the ecptio tank is pumped Out.
c, The irrigation system. shall be inspeoW monthly to meke oertain of proper operation. Vat
vegetative growth does not interfere with the systaw inspection or operation, that the soil is
assimilaring the disposed treated wastewater with no suri'sw nmoff, and thatno 0Jaetionablo
odors are being generated,
2, Fuilure of the Fermittcc to properly opoMto this system is subjeot to a penalty up to S25,000 per day,
3, Tailure to raeet the permit conditions or violation of the States surface or groundwaterregulotions
will require evacuating the dwelling andmay void the permit
VWe understand the sbove requirements and
sgoora to those rms as part of tho issued permit
owner($) Signature($):
11 Date:
" ...... NotarySignaturz 1� Date: a
\...
ti\ mtr
Notary Seal; Cadssion Gxpiration:'l—
�:
;a S2R 08M 09-06
tj

DEVELOPMENT CONSULTING SERVICES, INC.
1402 Aversboro Road, Garner, North Carolina 27529
March 21, 2007
Mr. Duane Leith
NC Division of Water Quality
Aquifer Protection Section
2728 Capital Boulevard
Raleigh, North Carolina 27604
RE: Surface Irrigation Revisions
Lot 194 & 195 —Catawba Falls Preserve Subdivison
Application No.: WQ0031133 (Lot 194)
Black Mountain, McDowell County, North Carolina
BLC Project #: 60074 & 60075
Dear Mr. Leith:
4A po 31133
L,f
RECEIVED 1 DENR I DWQ
AQUIFFR PRnTFUION SECTION
MAR 2120071
Attached are revisions to the subject permit applications requested in your letter dated
February 19, 2007. These revisions are provided in triplicate.
Specifically, we addressed the following items listed below as requested.
1. The applicant has been changed to Catawba Falls Preserve, LLC to match the deed for
the property. This change was included on the application and plan sheets attached for
lots 194 and 195.
2. We have attached the owner's manual for the disinfection system to be added to the
Operations and Maintenance Plan.
3. The Operations and Maintenance Agreement has been completed and notorized.
4. A FEMA flood map by McAbee & Associates, PA is attached.
5. Page 14 of the Specifications have been revised to state that the existing vegetation and
ground cover not be cleared or disturbed except to the extent necessary to install the
dripline.
6. The loading rates have been corrected on page 5 of 6 of the application and attached.
7. The flow through the re -circulating AdvanTex filter is 30 gpm. However, the discharge
from the filter flows via gravity to the dosing tank, and the UV filter has been moved to
the outlet end of the dosing tank.

BLC Project #:
Mr. Duane Leith
March 21, 2007
60074 & 60075
Page 2 of 2
8. The buoyancy calculations have been revised and attached.
9. Specifications for wiring can be found in the electrical notes on plan sheet 6 previously
provided.
10. As stated above, the disinfection system has been re -located and documentation is
attached.
11. Page 20 of the Lot 194 specifications correctly shows 3 drip lines, which are also shown
in the plans and calculations.
These revisions have been reviewed and sealed by Mr. Keith Roberts, P. E. of Development
Consulting Services. Mr. Roberts can be reached by mobile telephone at [phone] or via
US Mail at 1401 Aversboro Road, Suite 206, Garner, North Carolina 27529. If you have any
questions or comments about these revisions, please do not hesitate to call Matt Burdette at (919)
841-9977 or send an email to [e-mail].
Sincerely,
BURDETTE LAND CONSULTING, INC.
Matt Burdette
Environmental Technician
Attachments
DEVELOPMENT CONSULTING SERVICES, INC.
Keith M. Robertj
ta
(seal) "0'' 1
•� L•E
F SEAL
:. 023728
•s,��y''.4;G/ N EEC;

Received U3 20 200/ 08:13
03/20/2007 TUE 7:17 FA1 9195429978 CIIAPEL RIDGE 002/007
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEM
PERMIT APPLICATION
(THISFORMMAyBEPHOTOCOPIED FOR USEASANORIGINAL)
Application Number:
L GENERAL INFORMATION:
(w be eoinplcied by DWQ for new pmjecu)
1. Project name (e.g. New Subdivision Lot 41): Catawba Falls Subdivision Lot 194
2. Applicant's name (Name of the owner of the facility. If a company or corporation it must be registcved with
the Secretary of State): CCIAOsQ6To.11s eetx— LLC
3. Name and complete address of applicant: ('_F4..\ls Pty" 4, U—C.
City: _ 1�x0. l'Cr.'bc� State: _ V L_ zip: 3^5u 31 --
Telephonenumbcr: (01 ) r11Z.—$C0o Pacsimi1cmmmber.(f6/ ) 212-$lZl
Email Address:
4. County where project is located: _ McDowell
5. Fee submitted: $ 50 (See Instruction C.)
6. Name and complete address of engineering firm: Development Consulting Services Lic
City: Garner State: NC Zip: 27529
Telephone number: 919) 625-0411 Facsimile number: [phone]
7. Name and affiliation of contact person who can answer questions aboutprojeet: Keith Roberts
Email Address: _ KeithDCS(nittc rr.com
IT. PERMIT INFORMATION:
1. Project is: X new; modification; renewal without modification
Note: Renewals without modifications should just fill out sections I & 11; sign the applicants signature on
Page 6; and attach Fenn SFR O&M 09-06.
2. if this application is being submitted as a result of a modification to or renewal ofan existing permit,
provide: existing permit number _ and the issuance date
3. If project includes any stream or wetland crossings, provide date when Nationwide 12 or 404 permit was
submitted for approval:
M. INFORMATION ON WASTEWATER:
1. Volume of wastewater generated by this project: 360 gallons per day
2. Explanation of how wastewater flow was determined (15A NCAC 2T .0114(c)):
(3 bedroomdf170gnr1/hodrnnn,l = ¢en �,n...,�ta,.,
FORM: SFR-SIA 09-06 Page 3 of 6
REC�ptNR I OWQ
AQU1FF9'9R()TFf:T1()N SFUVA
MAR 212007,

VI. DESIGN INFORMATION FOR IRRIGATION SYSTEM:
1. Summary of Storage and Irrigation Pump Tank information:
Design Element
Page Number in the
Plans &
Specifications
Plans Secs
Dimensions of Storage Tank (if separate from pump tank)
(LxWxH):
See Pump Tank
Volume of Storage Tank:
See Pump Tank
Dimensions of Pump Tank (LXWxH):
1300.5
2
Volume of Pump Tank:*
3000 Gallons
2
Capacity of pumps:
10 GPM
3
Effective storage volumeprovided:
2016 Gallons
3
Effective storage timeprovided:
5 Days
High Water Alarms:
Audible Alarm
Visual Alarm
yes
yes
Equipment to prevent irrigation during rain events:
yes 1
6
Ttvu r n: t ne tnvtston requires a mtmmum or b oays storage be provided in the pump and storage tanks.
This should be calculated between the pump off elevation and the invert elevation.
2. List any equipment (note sheet number of the plans or page number in the specifications) not specifically
mentioned above (pump hoist, odor control equipment, etc.): Orenco AdvanTex treatment system
3. Loading rate recommendation, as determined by the soil scientist: 0.15 inches per hour
19.58 inches per year.
4. Design loading rate: O.14 inches per hour; 19.58 inches per year.
5. Size of wetted irrigation area: 14,983 square feet; or 0.34 acres.
6. Summary of Irrigation system:
Design Element
Page Number in the Plans & Specifications
Plans Secs
Number of Nozzles or Emitters
1820
3
Design Wetted Diameter of Nozzles
NA
Design Wetted Area of Emitters
14,983 ftz
3
Distance Between Drip Lines
4ft
3
Distance Between Drip Emitters
2ft
Capacity
l OGPM
25 si
Elevation of Highest Nozzle/Emitter
276011
3
FORM:SFR-SIA 09-06 Page 5 of 6 3

Keceived U3 2U 20U/ 08:14
03/20/2007 TUE 7:18 FAX [phone] CHAPEL RIDGE
03/19/2007 16:22 FAX [phone] BLUEGREEN COMMUNITIES + CHAPEL RIDGE
03/19/2007 RON 10:54 FAX [phone] CHAPEL RIDGE
R 005/007
U 005/005
Quoloos
Professional Rogineer'e Certirmationt
1, 1k/6i"./Pobe,it, atteattbstthis application for
�/ l(f has be=leviewcdbymotmdis
accurate, complete and consistent vet ttm iofeuuatien supplied in the tngtvoeriog plans, ggottiations, and all other
supporting documeetationto the best of atylmowledge. 1 further auess that to the boat of my kneWledge the
proposeddosignbasbeenptcparedinaccordancewiththeapp&csblerrgulations. Although giber professianalsmay
have developed certain portions of this submittal paokage, Inclusion of those ritotariale mukvmy sippmlum and sed
sipiHes that I have mvlewd. this materiel emd have Judged it tube coosieteatwlth the proposed deailia. Note; In
accordance with NC funeral Stareasa 143.215.6A end 143.211.6% any peasom who lmowmglyenskes any false
statement, representation, or certification is any application shall be guilty of a Class 2 misdemwaa, Willa may
include a flea mot to exceed $10,000 m well as civil poaeldw up to 525,000 For violation
North CarolinaProfessional wrcar's seal, sig aline, xad data:
N CA
��=O�fESSt%p:
023728 -
-Z ;
0
;� ''snnn ussa
��rttl1 K.`So
Apple cettlRcatlo
snest that t'aia application for
YcM - t P oA- /IS hasboon rovlewedbymsaudis
sa andemmpletctothebutofmyknowledge,leaders that if all required parts of this appliaattonalenot
completed and that If all required eupporting ini :rmedon and at ackocam ere not included, this 2ppllcatlattpaekage
will be roamed to tea as incmaplow. I Awd= eerti$r that the applicant or any affiliate has not bond convicted of an
envamtmental miens, Ilan not abandoned a wastewmer•1keility wMhoat proper closure, does not Jays: an ablauding
civil pomalry whom %H o"w1a have been exhausted or abandoned, arc compliant With any active wtopllams
schedule; and do not havoan),overdneaaatteltl:esuziftRule 2T,01o5. Note: Iaeccvnlemcewil3sNCdanotal
Statutes 143-215.6A and 10-219.68, any person who knowingly tmkm may false amtemeak raptesaubdott, or
carafioauon in aver opplhtion shall be guilty of Claw 21nlydemeartor which may laeludo a 211ea4t to exceed
$10,00o as }veil as Civil penalties lip to W5,000 per violation,
Signature
FORM:SFR-SIA 09-06
Page 6 of 6
Daft:
RECEIVED / DENR / DWQ
AQUIFFR PRnTFCTION SECTION
MAR 2120071
q

Received 03 20 2007 08:14
03/20/2007 TUE 7:18 FAX [phone] CHAPEL RIDGE
08/ls/2007 19:21 FAX 5G18128121 9LUEDREEN COMMUNITIES + CHAPEL RIDGE
03/19/2007 LION 10;53 FAA 9195429978 CHAPEL RIDGE
OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY RESIDENCE SURFACE MMGATION SYSTEM
DIVISION OF WATER QUALM
2006/007
10002/005
UUV41UUU
Property Owruatte);_�g re+11S 4�^eSer L_.1.�•
Mailing Address; Li°( �r,�er�ss_� A/e+d Sw'ie Im R E�htiFj 33y81
Facility Address: \ �
Disposal Method: o SPRAY IRRIGATION DRIP RWOATION
County. bytr-]gp&m Permit No.
Uwe agtec to operate and maintain the wadewatef treat nOnt system as follows;
(Check One)
1. The Perrmtme is responsible for the operation And maintonance of the entiro treatment and disposal
system including, but not limited to, the following items;
a. The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned in the same fmqueacy of the septio teak.
b. The aand filter surfs= shall be raked and leveled every six (6) months and arty vegetative growth
shall be removed by hand Iacc ayibla rand17110a only].
e. Check one:
o 'lire tablet chlorinator shall -be checked every week Tablets shall be added so as to provide
er chlorination.
VI The ultravioletdisinfection unit aboll be chocked every week The lamp shall be cleaned
and/or rbplecod to ensure proper diaiafection.
d. The aboauge, pump, and alarm systems %hall be inspected monthly. The scum layer shall be
removed at the same time interval 50 the aeptio tank is pumped out
a. The irrigation system shall be inspeetedlrrootlilyto make certain ofproper operation, that
vegetative growth does not interfere with the system inspection or operation, that the soil is
assimilating the disposed treated wastewater with no surface runoff , and tbatno ob*d=ablo
odors are being generated.
2. Failure of the Permittcc to properly opento this system is subject to a penalty up to $25,000 per dqy.
3. Tailuro to meet the permit conditions or violation of the State's surface or groundwater regulations
will require evacuating the dwelling and may void the permit
IrWe understand The above requirements and agree to those m1s as pert of the issued permit
Owners) Sigrature(s):
o,,,,:,••n.., Notmsignat=
; '•.,Motors' Se al:
1:=
VR 0@M 0946

Owners and Agents
Client: Catawba Falls Preserve, LLC
Attn: Terrell R. Jones
Street Address: 4960 Conference Way North, Suite 100
Boca Raton, FL 33431
Phone: [phone]
Fax: [phone]
Designer: Development Consulting Services, Inc
Attn: Keith M Roberts
Street Address: 1401 Aversboro Road
Garner, NC 27529
Phone: [phone]
Fax: (919),772-3437
Soil Consultant: Soil & Environmental Consultants, P.A.
Attn: Steve Price
Street Address: 236 Le Phillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
17

DESIGN WORKSHEET
SITE PREPARATION REQUIREMENTS FOR
CONSTRUCTION OF AN
INITIAL SYSTEM INSTALLATION
SEPTIC TANK, ADVANTEX TREATMENT SYSTEM, PUMP TANK AND
SURFACE LAND APPLICATION DRIP
IRRIGATION SYSTEM OF WASTEWATER DISPOSAL
NOTE: PRIOR TO BEGINNING ANY ACTUAL CONSTRUCTION OF THE
WASTEWATER DISPOSAL SYSTEM, THE INSTALLATION CONTRACTOR
SHALL NOTIFY THE ENGINEER OF HIS INTENDED CONSTRUCTION
SCHEDULE AND SHALL ARRANGE A PRE -CONSTRUCTION CONFERENCE
WITH THE ENGINEER AT THE SITE FOR THE PURPOSE OF REVIEWING THE
WORK TO BE DONE AND FOR ANSWEREING ANY QUESTIONS THE
INSTALLATION CONTRACTOR MAY HAVE ABOUT THE CONSTRUCTION OF
THE WASTEWATER SYSTEM. NO CHANGES ARE TO BE MADE TO THE
WASTEWATER DISPOSAL SYSTEM WITHOUT THE WRITTEN PERMISSION OF
THE ENGINEER.
(a) The area to accommodate the surface drip irrigation system shall be cleared of all
small trees and growth by carefully cutting them off at ground level, and
removing them from the area for the disposal system. Do not use heavy
equipment for tree removal. After clearing, rope off the area of the disposal
system and protect from damage from heavy equipment during construction of the
residence.
(b) Wastewater piping system from the residence to the location of the septic tank
shall be 4" diameter Schedule 40 PVC sewer pipe laid at 1.0% minimum grade.
(c) The septic tank shall consist of a 1,200 gallon capacity, reinforced precast
concrete septic tank approved for use as a septic tank by the North Carolina
Division of Environmental Health. Locate the pre-treatment tank at such location
and elevation as required by plans and specifications. The tank shall be properly
sealed using Press Boot or equivalent seals as approved by the tank manufacturer.
All pipe penetrations of the septic tank shall be sealed with Press Boot seals or
approved equal.
(d) At the outlet opening of the precast concrete septic tank, install one Orenco
Biotube Effluent Filter Model No. FTPS0436-28-NC and provide easy access to
the filter from ground level for checking and cleaning. Install the filter in
accordance with the manufacturer's recommendations.
(e) Wastewater piping system from the outlet of the septic tank to the inlet of the
recirculating tank shall be 4" diameter Schedule 40 PVC sewer pipe laid at 1.0%
minimum grade.
SITE PREPARATIONS REQUIREMENTS PAGE 1
Iq

date
project J
page 3" kD IjL jj L A LGUL IkTS
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Ferf e� Cdder.

Pump Selection for a Pressurized System
rdidmeren
Orifice Size
1/8 inches
Residual Head at Last Orifice
5.00 feet
Orifice Spacing
0.6 feet
Number of Laterals per Cell
5
Lateral Length
6.5 feet
Lateral Line Size
0.75 inches
Lateral Pipe Class/Schedule
40
Distributing Valve Model
None
Manifold Length
2.5 feet
Manifold Line Size
1.00 inches
Manifold Pipe Class/Schedule
40
Lift to Manifold
10.0 feet
Transport Length
20.0 feet
Transport Line Size
1.00 inches
Transport Pipe Class/Schedule
40
Discharge Assembly Size
1.00 inches
Flow Meter
None inches
'Add -on' Friction Losses
0.0 feet
Minimum Flow Rate per Orifice
0.43 gpm
Number of Orifices per Zone
70
Total Actual Flow Rate
30.4 gpm
Number of Lines per Zone
5
% Flow Differential 1st and Last Orifice
1.6 %
Lift to Manifold
10.0 feet
Residual Head at Last Orifice
6.00 feet
Head Loss in Laterals
0.2 feet
Head Loss Through Distributing Valve
0.0 feet
Head Loss in Manifold
0.3 feet
Head Loss in Transport Pipe
8.7 feet
Head Loss Through Discharge
21.3 feet
Head Loss Through Flow Meter
0.0 feet
'Add -on' Friction Losses
0.0 feet
Total Flow Rate
30.4 gpm
TDH
45.5 feet
57e�1
CU
Net Discharge, gpm
Orenco Systems
Incorporated
814AIRWAYAVENUE
SUTHERUN, OREGON
97479
TOLLFREE:
(OW) 348-9843
TELEPHONE
(541)4594"9
FACSIMILE:
15411459-2884
www.orenco.com
M

The TrojanWMax'"system.
The most advanced UV technology, ensuring that you
get a robust, cost-effective, and efficient solution to
your disinfection needs.
A eolenok eehe'
(opfava
t
t
Flo. r ("wee)
IWtier
Home Commercial
applications applications
t s
Preparing your water
for UV dLslnfecthm
The Trolaa,VMax" system works
in tandem with a pre-treatment
system that prepares your water
for UV disinfection See your
water treatment dealer for
for more information
i AcU.10Cv1am File• 5 Mcron sediment Filet
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TO
High output UV lamps
How does UV
The UV light is generated from
disinfection work?
a low-pressure, high -output lamp
When bacteria, viruses, and other
new to the residential and
microorganisms are exposed to
commercial UV market. These
germicidal UV light at aparticular
lamps provide a higher intensity
wavelength (253.7 manometers)
of UV light making it possible
their reproductive capabilities are
to treat a given volume of water
destroyed, which means that they
with smaller, more efficient units.
are inactivated and no longer
©
pose a threat to human health.
A unique water
Ultraviolet disinfection
chamber design
systems channel water past
Trojan's unique water chamber
submerged lamps that emit lethal
optimizes hydraulic performance
doses of UV energy, destroying
and increases disinfection
any pathogens. The strength of a
efficiency. Designed by computer
dose is:a product of the UV light
simulation and validated by
intensity and exposure time.
bioassay testing, the water
Not only is it safe and highly
chamber maximizes exposure
effective, UV does not change the
to the penetrating light
taste, color, or odor of water.
With models to treat flow rates
It simply removes the risk of
from 0.75 to 40 gallons per minute
illness caused by microbial
(2.8 to 151 liters per minute),
contamination, making water safe
TrojanUVMax10 is leading the
to drink or use commercially.
next generation of residential
and commercial UV systems.
Who uses UV -
©
disinfection systems?
New power supply
For more than 20 years,
technology
institutions, consumers and
Electronic advances in Trojan's
businesses have relled on Trojan's
power supply offer flexibility
environmentally friendly UV
over a broad range of voltage
technology to disinfect their water
supplies (901 In addition,
supplies, Top candidates for UV
it can withstand fluctuations in
disinfection systems include:
voltage that most power supplies
are unable to tolerate while
RURAL HOMES AND COTTAGES
maintaining lamp Intensity to
FARMS
ensure continuous disinfection.
NURSING HOMES
HOSPITALS
©
SCHOOLS
TrojanUVMax'" reminds
HOTELS
you to replace the lamp
. 'RESTAURANTS
To help remind you when to
- RESORTS AND HOLIDAY CAMPS
replace the lamp (it is important
LABORATORIES
to do it once every year), Trojan
FOOD AND BEVERAGE COMPANIES
has incorporated visual and audio
PHARMACEUTICAL COMPANIES
signals. And, at any time, the display
COMMUNITY WATER SYSTEMS
will tell you how many months the
lamp has been in use. Should your
Trojantl Mae Certifications
lamp ever fail, your system will
automatically sound an alarm.
C &US LISTED
New UV intensity
monitoring device
The premium version,
TrojanUVIVaxPM"e incorporates
brand new and innovative UV
intensity monitoring technology.
NTTTuc
The new design enhances the
reliability and accuracy of this
optional safety feature.
Cff

e
t I
,t
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k' 114
d
models tanUVxt flow aem
from to 5 to tie rates
from min to(2.8to 151
orts
per minute par
r la is )
Btcrs Per minute)
Product specifications
TROIANWMAX'MODEL-
A
B
C
D
E
F
PLOWBAIES-
<W GPM
2-5 GPM
3-14 GPM
9-14 GPM
7.2a GPM
134x GPM
<4.11LPM
7-19 LAM
1INiZIUM
lumUif
26-IOSLPM
49-FIS ON
ELECTRIC4L
120V/6CHz
90.140V
90-140V
90-265V
90-265V
90-265V
230V/50Kz
190-265V
190-265V
50/60 Hz
5D160 Hz
50160 Hz
5G(60 Hz
50160 Hz
25W
27W
43 W
43 W
67 W
102 W
DIMENSIONS
Chamber Assembly
15.5' x 2.5'
13.5' x 3.5'
19.5' x 3.5'
19.5' x 3.5'
29' x 3.5'
43.5' x 3.5'
39 x 6.5an
34a Sort
49.5 x 9an
49.5 x 9on
73.5 x9on
110 x 9cm
Lamp/Sleeve Length
12'
9.75'
16'
16,
25.5'
39.75'
30cm
25cm
40.5cm
40.Sm
65cm
100.5cm
Control Module
2.8'x 3.3'x 2.3'
6'x 4'x 2.5'
6'x 4'x 2.5'
9.75'x 6'x 2.5'
9.75'x 6'x 2.5'
9.75'x We 2.5'
7 x 8 x Ron
15x 10a firm
15x 10x Son
25a 15x 6cm
2 5 x 15x Son
25x 15x 6cm
Max. Operating Pressure
125psi
125psi
125psi
125psl
125psi
125psi
Aublel isual tamp
Failure Alagn
✓
J
J
J
J
,�
Alarm Reset
Elapsed Time Meter
Dry Contact --
Lamp Replacement Reminder
—
—
—
J
J
J
UV Intensity Monitor
—
—
—
D Plus
E Plus
F Plus
Water Chamber Material
304 SS
304 5S
304 SS
304 55
316 S5
316 SS
Electropolished Exterior
—
—
—
J
J
J
Inlet/outiet
318' FNPT
3/4' NPT
3/4' NPT
314' NPT
1' NPr
1' NPT
• Seem89diar8 lordetess. Fbwralesshuun areat85%LIVE—kestenpoommrdueeded ru wkmtivahe erremote ahrm mmiextion.
Warranty
Trojan Technologies
guarantees the structural,
hardware, and electrical
components of die
TrojanUVMax'" product
line to be free of material
defects for five years.
Lamps and IN intensity
monitors are guaranteed
for one year.
Trojan Technologies is
preparing for tomorrow's
environmental needs
today
Protecting die Earth's
water resources is an
environmental necessity,
one that Trojan
Technologies takes
seriously. Our mandate
is to make die world a
safer, cleaner, and
healthier place for future
generations. In fact, we
are doing it already.
i
TrujanThchnniogins Inc.
World Leader in UV Disinfection Systems
Spice 1976, we have been
leading the world's switch
to water disinfection
systems that use safe,
efficient ultraviolet light
in lieu of liamrful
chemicals. Today,
industries, municipalities,
businesses, Institutions,
and homeowners around
tie globe all use Trojan's
UV systems to protect their
water supplies.
For more information
on bow you too can gain
the peace of mind that
TrojanUVMak ' offers,
please visit our website at
www.trojanuviiiax.coni or
contact your authorized
Trojan deafer.
aggUut
rl
9�
Canada (Head Office)
United States
Europe
United Kingdom
Scandinavia
°3 3 l
3020 Gore Road
2050 Peabody Road
Loan van Vredesteln, 160
Sunwaler Limited, 5 De Solis Court
NOKA AS
=. g
London, Ontario
Suite 200, Vaca der CA
2552 DZ
Hampton Lovett, Droitvdch
P.O. Box 165
& s 3
Canada N5V 4T7
Telephone:[phone]
USA 95687
The Hague, Netherlands
WR9 DOE England
3251 Lmv&, Norway
' it
Telephone:[phone]
Telephone: [phone]
Telephone: [phone]
Telephone: [phone]
Fax: [phone]
Fax:[phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
6+g
www.trojanuvmax.com
let

I
xF
(3
TROJANUVMAX
Owner's Manual
DO NOT REMOVE FROM UNIT
See back cover for vital records

ELECTRICAL SAFETY
GROUNDING
This product must be grounded. If it should malfunction or breakdown, grounding provides a path of least
resistance for electric current to reduce the risk of electrical shock. This system is equipped with a cord
having an equipment -grounding conductor and a grounding plug. The plug must be plugged into an
appropriate outlet that is properly installed and grounded in accordance with all local codes and ordinances.
DANGER - Improper connection of the equipment -grounding conductor can result in a risk of electrocution.
Check with a qualified electrician or service personnel if you are in doubt as to whether the outlet is properly
grounded. Do not modify the plug provided with this system - if it will not fit the outlet, have a proper outlet
installed by a qualified electrician. Do not use any type of adapter with this system.
GROUND FAULT CIRCUIT INTERRUPTER PROTECTION
To comply with the National Electrical Code (NFPA 70) and to provide additional protection from the risk of
electric shock, this system should only be connected to a properly grounded, grounding -type power supply
receptacle that is protected by a Ground Fault Circuit Interrupter (GFCI). Inspect operation of GFCI as per
manufacturers suggested maintenance schedule.
EXTENSION CORDS
If an extension card is necessary, use only 3-wire extension cords that have 3-prong grounding -type plugs and
3-pole cord connectors that accept the plug from this system. Use only extension cords that are intended for
outdoor use. Use only extension cords having an electrical rating not less than the rating of the system. A
cord rated for less amperes or watts than this system rating may overheat. Exercise caution when arranging
the cord so that it will not be tripped over or pulled. Do not use damaged extension cords. Examine extension
cord before using and replace if damaged. Do not abuse extension cord. Keep extension cord away from heat
and sharp edges. Always disconnect the extension cord from the receptacle before disconnecting this system
from the extension cord. Never yank cord to pull plug from outlet. Always grasp the plug and pull to
disconnect.
QWARNING -To prevent risk of electrical shock, can nect this system only to a properly grounded, grounding.
type power supply receptacle that is protected by a Ground Fault Circuit Interrupter. Pull plug before
servicing or replacing lamp. Keep all connections dry and off the ground. Do not touch plug with wet hands.
WARNING - Do not look directly at IN lamp when it is operating. The light emitted by the lamp will cause
serious eye damage and bum unprotected skin.
WARNING - Read manual before installing or servicing this system. Only authorized personnel possessing a
strong understanding of this system should attempt to replace lamp or service this system.
NOTE - Maximum pressure rating is 125 PSI (861.8 kPa)

WARNING -
To guard against injury, basic safety precautions
should be observed, including the following:
1.'READ AND FOLLOW ALL SAFETY INSTRUCTIONS.
2. DANGER —To avoid possible electric shock, special care should betaken since water is employed in the
use of this system. Do not attempt repairs yourself. No user serviceable parts. Return the system to an
authorized service facility for service or discard the system.
3. Do not operate the system if it has a damaged cord or plug, or if it is malfunctioning or if it has been
dropped or damaged in any manner.
4. Always unplug the system from an outlet before servicing or cleaning. Never yank cord to pull plug from
outlet. Always grasp the plug and pull to disconnect.
5. Do not use the system for other than intended use. The use of attachments or accessories not recommended
or sold by Trojan Technologies may cause an unsafe condition and/or reduce disinfection performance.
6. CAUTION —To prevent risk of electrical shock, connect this system only to a properly grounded, grounding -
type power supply receptacle that is protected by a Ground Fault Circuit Interrupter (GFCI). Inspect
performance of GFCI as per manufacturer's suggested maintenance schedule.
7. Visually inspect this system prior to installation. If the quartz sleeve or lamp is broken, cracked or damaged
in any way, do not use. Contact Trojan Technologies Client Services for replacement parts.
B. WARNING —To reduce the risk of electrocution, keep all connections dry and off the ground. Do not touch
plug with wet hands.
9. The light emitted by the lamp will cause serious eye damage and burn unprotected skin. Never look directly
at the lamp when it is operating. Do not plug unit into an electrical outlet without properly securing the
lamp/sleeve into the reaction chamber. Disconnect lamp harness before removing lamp from reactor.
10. If the UV system malfunctions or fails, water must be boiled prior to consumption until the UV system is
operational and the water lines have been shocked. System failure is indicated by the system's audible
alarm and absent (Models B & C) or red (all other models) indicator light.
11. Always shut off water flow and release water pressure before cleaning or maintaining unit.
12. Intended for indoor use only. Power supply must not be exposed to weather elements. In seasonal
applications, reactor must be drained to prevent freezing.
13. Installation of this system must be in accordance with local plumbing and electrical codes as well as any
and all applicable regulations and laws.
14. SAVETHESE INSTRUCTIONS.

Thank you.
By purchasing this system, you have taken the first step to providing safe drinking
water for you and your family.
Designed using the most advanced UV technology available today, your UV system
will operate with minimal maintenance and provide you with years of worry -free
water disinfection. All you have to do is follow the information in this manual,
conduct the recommended maintenance, and replace the lamp once a year.
Contents
Components................................6
Product Specifications ........................8
Part Numbers...............................8
Water Quality Parameters .....................9
Additional Water Treatment Equipment ...........9
Installation..................................10
Operation..................................12
Service and Maintenance ......................14
Warranty...................................18
Troubleshooting .............................20
5

COMPONENTS
Each TrojanUVMax system comes with the following components.
One owner's manual
i
'9•e
One power supply
One warranty card
Reactor clamp(s)
One on Models A. B, C D,
M on largef models
Power Cod_j —Lamp Cord
t t
Models B and 0
N
One power cord
Models D, E, F,
Pm7 and Pro 15 only
Digital Display
Push sultan
Lamp Cord
External t WSeneor Co,d
Control Relay (optional)
Models D, E, F, Pro7 & Pro15

One reactor; one lamp; one sleeve; one sleeve bolt; two O-rings; optional sensor.
Note: New systems
come with lamp, O-rings,
sleeve bolt and sleeve
assembled. Lamp and
sleeve are separate
replacement parts.
0-ring
Sleeve bolt
0-ring
quipped)

PRODUCT SPECIFICATIONS
MODEL _-
A
B
C
D
E
F
Pro7
Pro15
Flow Rate 16does'
301)
609)
14(53)
14(53)
26(106)
47(178)
GPM (ILPM) 30 dose'
1 (3.5)
4 (15)
7 (26)
7 (26)
15 (56)
25 (94)
AudibleNlsual
_ Lamp. Foilues Mamn
=� _
✓ _
✓
✓
✓
J
✓
J
No -tools Mauttenance
_..... .._.,
_ _
J
.
✓
_ ..
J
J
J
J
J
J
,._
'Safely Cop
Electronic Power Supply _
J ,-_
_ f
✓ _
J __ _ _,
!
✓
J
Alamn Postpone -
- -
—
— ,-
J _
J
✓
J
_✓
J
Elapsed Time Meter
—
—
—
✓
J
J
✓
!
Lamp -age Display &Alert
—
_ --. -__
—
✓ ,..
✓
J
J
Digital Diagnostic Display
—
—
—
J
J
/
_J
J
_
✓
Eleclropoliehed E4lerier -
_
_
_
J
✓.
✓
J
✓
blemal Control Relay_
—
— _
J
✓
J
✓
!
IN—
Intensity Sensor -
- -
-
—
Optional
Optional
Optional
✓
J
Solenoid (shut-off valve)"'
—
—
— _
Optional
Optional
Optional
Optional
Optional
Dynamic Fl- wReal(ictar
—
. -.
- —
Optional
Option al
Optional
J
I
Water Chamber Material
304 SST
304 SST
304 SST
304 SST
316 SST
316 SST
316 SST
316 SST
inlet/Outlet
3/6" FNPY. 3/4" NPT
3/4" NPT:
3/4"NPT
I" NPT
i"NPT'
1" NPT
. I" NPT ,
or EISP
or ESP
or&SP
or DSP
orBSP
' Sea e'zmn chants for data?.. Flaw yarn shown and 65% UVT.
rvar standaW Ob cove A science now rates mown the tempemturr at Me smvmg warm bean, ".led must be between I°C and 39C t33.6"F to 059.
"' Requires solenoid junction bn.
PART NUMBERS
' Includes power and lamp cords
Without ae ..r: 602709-120; with arnica.. 602799-120S
0

WATER QUALITY PARAMETERS
These are recommended levels, for use as a guideline for pre-treatment requirements.
Iron: <.3 PPM (.3 mg/L)
Hardness: < 120 PPM (7 Grains Per Gallon)
% UVT: > 75%
ADDITIONAL WATER TREATMENT EQUIPMENT
To meet the water quality parameters described above, you may need to pre -treat your water to ensure
appropriate disinfection. Pre-treatment equipment must be installed BEFORE the UV reactor. Ask your water
treatment dealer for further information about water quality and testing.
Pre-treatment systems can be comprised of one or more of the following elements:
• Carbon Filter
• Iron Removal System
• Water Softener
• Cyst reduction filler (ANSI/NSF Standard 53 listed)
Required: Pre-treatment MUST INCLUDE a sediment filter (5 micron nominal) installed upstream of (before)
the UV system in order to ensure that particles capable of shielding pathogens are removed from the water
prior to entering the UV system.
Recommended: Shut off valves should be installed before and after the UV unit, and a sample valve (outlet)
should be installed after the unit to allow for pressure -release and water sampling.
Source -I,- Pre-treatment -)Pi. Shut Ia 5-micron-3b-Optional ->- UV )0� Optional ; Shut Sample d. Cold & hot
equipment off sediment flow system solenoid off valve waterlines
(softener, filter) valve filter reslriclor valve valve

INSTALLATION
Follow the instructions below in
order to avoid the risk of voiding
your warranty.
1. To protect your power supply, you
must use a UL1449 certified
transient voltage surge suppressor
and a Ground Fault Circuit
Interrupter (GFCI).
2. Determine location and
orientation of reactor refering to
diagrams on pages 10 and 11.
3. Attach reactor clamp(s) to the
wall.
4. Insert reactor and tighten
clamp(s).
5. Connect to plumbing.
6. Mount power supply to wall,
referring to diagrams on pages
10 and 11. Power supply should
be installed above all plumbing if
possible
7. Insert power cord into male
receptacle on left side of power
supply (only an models D, E, F,
Pro7 and Pro15).
G. Insert lamp/sleeve assembly
(see Figure 9, page 16).
9. Attach the ground (green/yellow)
and strain relief (red) wires from
the lamp cord to the peg located
on the reaction chamber, next to
the lamp port (outlet end).
Secure both wires with Iocknul
provided.
10
REACTOR CHAMBER ORIENTATION
Correct
Incorrect
t 5
)
MODEL A
Note: Systems
equipped with a
sensor are not
to be installed
horizontally.
Clearance for lamp
removal, equal to
reactor length
/AI
1' 4n maximum
outlet ' `
.�� E 01 r',`1 power source
Pawersupply
f
i
Inlet
UV reactor
Mount by plugging into power source

MODELS B & C
Clearance for Inmp
removal, equal to
reactor length �A1
F.' 4ftmaximum Eft maximum
Outlet �>4 3
Powersource
Power supply'
Inlet
UV reactor • Mount on wall through slot on back of power supply.
Further secure using slot in bottom of power supply.
Caution: Inspect for hidden electrical wiring or
plumbing prior to drilling hotel.
MODELS D, E, F, Pro7 and Pro1S
Clearance for lamp
removal, equal to
reactor length AA
41t maximum 6H maximum
Gullet H'�
s-
Power source
Powersupply'
Inlet
UV reactor • Mount on wall through slots on top and bottom of
power supply. Caution: Inspect for hidden
electrical wiring or plumbing prior to drilling
holes.
10Attach lamp cord to lamp
(see Figures 10 and 11, page 17).
11.Plug system into the outlet.
Note: When the UV system is first
plugged in, the alarm may sound
temporarily until the lamp is
operational.
12.Clean the distribution lines:
Once the UV system is installed, any
contamination in the distribution lines
between the UV system and your
water outlets must be removed.
Similarly, if the power goes out and
your system is not equipped with an
automatic shut-off feature, you must
also disinfect the downstream
distribution lines.
• Make sure the UV system is on.
Leave the system on during the
entire cleaning process.
• Remove a filter housing said fill the
filter container with bleach (remove
the filter for this process).
• Replace the filter housing and allow
water to flow to all faucets (hot and
cold, inside and outside the house),
your washing machine, toilets, and
all other water outlets. Once you
can smell bleach in the hot and the
cold water, turn the water to that
outlet off. When this has been
done for all outlets, let the water sit
in the water lines for two to four
hours.
• Completely Hush all the lines a
minimum of five minutes and then
put the filter back in the filter
housing.

OPERATION
Models A, B, and C
Power Supply
Model A is either 90-130V or 160-
264V (50-60Hz). Models B & C
are either 90-140V (60 Hz) or 190-
265V (50Hz).
Indicator Light
When the lamp is operating
properly, the indicator light on the
power supply will be green. If the
lamp is not operating properly, the
indicator light will show red (Model
A) or will not light (Model B or C)
and an audible alarm will sound.
The audible and visual alarm
indicators will persist until either
the problem is corrected or the
system is unplugged from the
electrical outlet. Note: It the system
is unplugged the water will not be
disinfected and the distribution
lines will have to be cleaned.
If you experience any kind of alarm
(audible or visual), see the
Troubleshooting Section of this
manual.
12
Models D, E, F, Pro7,
and Pro75
Power Supply
Auto ranging, constant current
power supply. Accepts 90-265V
at 50-601-1z.
display
Push button
Digital Display
Under normal operating conditions
the Digital Display shows the
number of months that the lamp
has been operating. In the event
of a failure of any kind, the display
will indicate the nature of the
problem. See the Troubleshooting
Section for details.
Indicator Light
During normal operation the
indicator light will be green.
Indicator light will turn ember:
• when lamp has operated for
11 months
• if UV sensor (if so equipped)
detects a low UV output
Indicator light will turn red:
• when lamp has operated for
12 months
• if signal from UV sensor (if so
equipped) is below set point
• if there is a failure of any kind,
such as a lamp malfunction
An audible alarm will sound when-
ever the indicator light is red.
The audible and visual alarm
indicators will persist until the
problem is corrected or the
system is unplugged from the
electrical outlet. It is possible to
disable the audible alarm; see
24-Hour Alarm Postpone Function.
Note: If the system is unplugged
the water will not be disinfected
and the distribution lines will have
to be cleaned.
If you experience any kind of alarm
(audible or visual), see the
Troubleshooting Section of this
manual.
Elapsed Time Meter
The Elapsed Time Meter measures
the number of months that the
lamp has been operating. The
lamp must be replaced after it has
been operating for 12 months.
• After 11 months indicator light
turns amber.
• After 12 months indicator light
turns red and alarm sounds.

After 14 months the alarm postpone
function is disabled, indicating that
the lamp must be replaced and that
it is not providing proper
disinfection.
After lamp replacement, the time
meter must be reset (see Elapsed
Time Meter Re -Set Function).
Push Button
The push button has two functions
24-Hour Alarm Postpone Function:
When the unit is in alarm, the indicator
light is red and an alarm sounds. If you
press the push button for less than
two seconds, the indicator light will
flash red and the audible alarm will
stop. The unit is still in alarm, but the
audio alarm stops for your
convenience until you can contact
a dealer.
This alarm will re -occur after 24 hours
if its cause has not been corrected.
If the unit detects another problem
during the 24-hour alarm postpone
period, it will go into alarm again, the
indicator light will turn solid red, and
the alarm will sound.
After 14 months of lamp operation,
the alarm postpone will not work until
the lamp is replaced and the time
meter is reset.
Elapsed Tme Meter Re -Set Function:
After the lamp has been
changed, the Elapsed Time
Meter must be reset by following
the procedure below:
a) Disconnect the power supply
and leave it unplugged for 10
seconds.
b) Press and HOLD the push
button.
c) Connect the power supply to
the outlet while continuing to
press the push button. The
indicator light will flash green
for about 3 seconds.
d) Continue to hold the push
button until the indicator light
flashes red, then release
immediately.
External Control Relay
This feature provides switching
for the operation of a solenoid
(shut-off) valve and/or remote
alarm. When the lamp is not
operating properly or the UV
sensor signals that the UV
output is below set point, the
contacts will open causing the
solenoid to stop the water flow
and/or a remote alarm to sound.
The dry contact remains open if
the lamp has been in operation
for 12 months or more.
UV Sensor
The UV sensor measures the
amount of UV light reaching it,
allowing the system to monitor
whether the intensity is above the
minimum required for proper
disinfection. The sensor is factory
calibrated and is not field
adjustable.
13

CAUTION:
UV-C rays are present
when the unit is
operating. Follow the
instructions carefully to
avoid injury to eyes
and skin. Only qualified
persons should install
or replace UV lamps or
sleeves.
14
SERVICE
AND MAINTENANCE
There ere two regular maintenance
requirements common to all UV
systems: cleaning and lamp
replacement.
CLEANING
Minerals in the water will eventually coat
the quartz sleeve (which protects the
Imp), as well as the sensor (if system
is so equipped). This coaling must be
cleaned off periodically because it
reduces the amount of UV light reaching
the water, thereby reducing disinfection
performance.
Once a month, check the sleeve and
clean it if you can see a mineral coating
starting to form. If sleeve requires
cleaning, refer to Lamp Replacement
instructions but re -install the original
lamp. If system is equipped with a
sensor, be sure to clean the sensor
each time the lamp is cleaned, as per
Lamp Replacement instructions.
LAMP REPLACEMENT
The temp's UV intensity decreases over
time. You can safely use your lamp for
12 months, after which it must be
replaced. For instance, if you use your
system for 12 continuous months, you
must replace your lamp at the end of
this period. If you use the system only
six months each year, you would need
to change your lamp at the end of the
second six-month period.
Follow the steps outlined below to
replace your lamp.
Lamp Removal
1. Shut off water supply to (upstream
of) the UV system.
2. Open a tap downstream of the UV
unit to release pressure, then close
this tap.
3. Unplug the power supply and let the
lamp cool for 5 minutes.
4. Squeeze the sides of the safety cap
in the area opposite the labs (do not
squeeze labs), and remove the cap
(Figure 1).
5. Pull the lamp plug off the lamp end
(Figure 2). Do not pull on the cord
when removing the plug. Note:
During lamp replacement, the ground
and strain relief wires of the lamp
plug should remain connected to the
peg on the reactor.
6. Holding the sleeve bolt, unscrew the
lamp/sleeve assembly and carefully
remove it from the reactor (Figure 3).
Handle assembly by ends only. If
required, a wrench can be placed on
the two flat sides of the sleeve bolt.
Do NOT apply the wrench to the
lamp end, which sits within the
sleeve boll and protrudes 1 /2".

Z To remove the lamp from its
sleeve, use a glove or cloth to
support and hold on to the sleeve.
Holding the sleeve bolt tight,
unscrew the lamp end, the top of
which protrudes 1/2" above the
sleeve bolt (Figure 4). Be careful
not to drop the sleeve.
Tab
tAt
Figure 1
Lamp
plug
1 qt
i�m
rye:
6
Figure 2
Figure 3
Lamp
bolt
Figure 4
Cleaning
1. Remove first O-ring, sleeve bolt
and second O-ring from lamp
sleeve (Figure 5).
2. Clean lamp sleeve and sleeve bolt
using a soh, lint -free cotton cloth
(NOT paper towel or toilet paper)
and a chemical scale -remover
such as Lime-a-Way14 or CLR'°
(follow manufacturer's directions)
Remove ell traces of cleaning
solution by thoroughly rinsing.
/ Lamp
Sleeve
/boll
O- ng—
Sleeve —
Figure 5
If unit is not equipped with a UV
sensor, skip to 'Lamp Installation.
3. Unscrew the sensor from the
sensor port in the side of the
reactor (Figure 6).
4. Inspect the two O-rings an the UV
sensor for signs of damage or wear.
5. Ensure that the O-rings and any
surfaces in contact with them are
clean.
6. Clean the quartz -glass window of
the UV sensor using a soft, lint -free
cotton swab and a chemical scale -
remover such as Lime -a -Way"' or
CLR" (follow manufacturer's
15

directions). Remove all traces of
cleaning solution by thoroughly
rinsing.
7. Insert the UV sensor completely
into the sensor port, turning the
sensor slowly while doing so.
Water may be put on the sensor
0-ring to facilitate this procedure.
8. Screw the brass nut on finger tight.
Caution: Over lightening may
cause leakage.
Figure 6
Lamp Installation
1. Each lamp and sleeve comes with
two new 0-rings. Place the new
O-rings and the original sleeve bolt
on the lamp sleeve as per Figure 7.
Caution: Do not lubricate any
of the O-rings.
2. Put the lamp completely into the
sleeve. Maintain it in that position
16
and screw the sleeve bolt into the
lamp end until solidly hand -light
(Figure 8). Caution: Over
tightening will break the
quartz lamp sleeve.
3. Carefully place the lamp/ sleeve
assembly into the reactor, making
sure it is centered. Apply pressure
to the assembly and screw it into
the reactor until solidly hand -tight
(Figure 9). Caution:
Over tightening will break the
quartz lamp sleeve.
4. Push the plug onto the end of the
Imp while ensuring that the male
tab on the lamp inserts into the
female tab on the plug (Figure 10).
5. Push the safety cap on while
ensuring that the grounding wires
are under the cap and not in the
way of the tabs (Figure 11).
Figure 7
Lamp
Sleeve
bolt
Sleeve —
Sleeve
bolt —
Sleeve
Figure 9
Lamp

Figure 10
Restarting
For models A, B and C:
1. Connect the power supply to the
outlet.
For all other models:
1. Press and hold the push button
(Figure 12).
2. Connect the power supply to the
outlet while continuing to press
the push button. The indicator light
will flash green for about 3
seconds.
3. Continue to hold the push button
until the indicator light flashes red,
then release immediately.
4. Open the water line and check for
leaks.
Push-
button
Figure 12
Disinfecting the Lines
It is recommended that the
distribution lines be cleaned
following any maintenance procedure
in which the water in the lines may
have been exposed to the air or to
any undisinfected water.
1. Remove a filter housing, remove
the filter, and fill the housing
container with bleach. Replace the
filter housing.
2. Allow water to flow to all faucets
(hot and cold, inside and outside
of the house), your washing
machine, toilets, and all other
outlets. Once you can smell
bleach in the hot and the cold
water, turn the water to that outlet
off. When this has been done for
all outlets, let the water sit in the
water lines for two to four hours.
3. Completely flush all the lines a
minimum of five minutes and then
put the filter back in the filler
housing.
17

WARRANTY
Our Commitment
To maximize the superior quality of Trojan
UV disinfection, each product must be
properly sized, installed, and maintained.
If you experience difficulty with your
Trojan product, our Technical Support
Centre is available to help you.
During the applicable warranty period
noted below, Trojan will provide warranty
coverage, described below, for your
product. After the product's warranty
expires, repairs and replacement parts
can be provided to you for a reasonable
charge.
How to Get Help
To obtain help under this warranty,
contact the Trojan Technical Support
Center at 1-000-265-5774 or by email at
[e-mail]. Please have
available the model number, the date of
purchase, the name of the dealer from
whom you purchased yourTrojan
product ("lhe source dealer"), as wall as
a description of the problem you are
experiencing. A Trojan technician will
help you troubleshoot the problem and
isolate the defective part.
For more information, please refer to the
Troubleshooting section of your Owner's
Manual. Owner's Manual information is
also available at www.lmjanuv.com
To establish proof of purchase to make a
warranty claim, you will need to either
retain your original invoice or complete
and return a warranty card, which will
register you as a product owner in
Trojan's database.
18
Specific Warranty Coverage
Warranty coverage is specific to the
following Trojan products:
• Trojanl-VMax^
• Advantage Series
• UV 700 Series
• UV 600 Series
Ten -Year Limited Warranty
for Tro(anUVMaxrm Reaction
Chamber
Trojan warrants the reaction chamber on
the TmjanUVMax"' product to be free
from defects in material and workmanship
for a period of ten (10) years from the
date of purchase. During this time,
Trojan will repair or replace, at its
option, any defective TrojanUVMax"
reaction chamber.
Please return the defective pad to a
Trojan dealer, who will return it to Trojan
Trojan will either make the necessary
repairs or, if Trojan determines that a
replacement is required, will provide a
replacement part. Trojan will then return
the part to the dealer. This warranty
does not include shipping and handling
charges which will be collected from
you by the dealer.
Pads repaired or replaced under this
ten (10) year womanly will be covered
under warranty to the end of the original
ten (10) year warranty period.
This warranty is also subject to the
conditions and limitations outlined
under the heading "General Conditions
and Limitations" below.
Five -Year Limited Warranty
for Structural, Hardware and
Electrical Components
Trojan warrants the structure[, hardware,
and electrical components to be free from
defects in material and workmanship for
a period of five (5) years from the date
of purchase. During this time, Tmjw will
repair or replace, at its option, any
defective parts covered by the warranty.
Please return the defective part to a
Trojan dealer, who will return it to Trojan.
Trojan will either make the necessary
repairs or, if Trojan determines that a
replacement is required, will provide a
replacement part. Trojan will then return
the part to the dealer. This warranty
doe. not include shipping and handling
charges which will be collected from
you by the dealer.
Parts repaired or replaced under this
five (5) year warranty will be covered
under warranty to the end of the original
five (5) year warranty period.
This warranty is also subject to the
conditions and limitations outlined
under the heading "General Conditions
and Limitations" below.
One -Year Limited Warranty
for Lamps, Sleeves and UV
Sensors
Trojan warrants lamps, sleeves and
UV sensom to be free from defects in
material and workmanship for a period
of one (1) year from the dale of purchase.
During this time, Trojan will repair or

replace, at its option, any defective
pads covered by the warranty.
The warranty period for lamps and
sleeves may be verified using date
codes in addition to purchase receipts
and Trojan's database of registered
owners. Trojan will advise you whether
the defective item needs to be returned
to a Trojan dealer for failure analysis.
Replacement lamps and sleeves
provided under warranty will be sent to
yourTrojan dealer.
If the UV sensor experiences a problem
which Trojan confirms is covered by
warranty, please return the sensor to a
Trojan dealer who will return it to Trojan.
Trojan will either repair or replace the
sensor and return the sensor to your
dealer.
This warranty an lamps, sleeves and
sensors does not include shipping
and handling charges which will be
collected tram you by the dealer.
Parts replaced under this one (1) year
warranty will be covered under warranty
to the end of the original one (1) year
warranty period.
This warranty is also subject to the
conditions and limitations outlined
under the heading "General Conditions
and Limitations" below.
Warranty for Replacement
Lamps and Parts
Trojan warrants replacement
lamps, purchased for annual routine
maintenance, and other parts purchased
to repair product components that are
no longer covered by the original
warranty, to be free tram defects in
material and workmanship for a period
of three (3) months from the date of
purchase. During this time, Trojan
will repair or replace, at its option, a
defective replacement lamp or part
free of charge except for shipping
and handling charges.
The warranty period on replacement
lamps and parts will be verified using
date codes and/or purchase receipts.
Trojan will advise you whether the
defective item needs to be returned to
a Trojan dealer for failure analysis.
Replacement lamps and pads provided
under warranty will be sent to your
Trojan dealer.
General Conditions and
Limitations
None of the above warranties cover
damage caused by improper use or
maintenance, accidents, acts of God or
minor scratches or imperfections that
do not materially impair the operation of
the product. The warranties also do not
cover products that are not installed as
outlined in the applicable Owners
Manual.
The limited warranties described above
are the only warranties applicable to the
Trojan products listed in the "Specific
Warranty Coverage" section. These
limited warranties outline the exclusive
remedy for all claims based on a failure
of or defect in any of these products,
whether the claim is based on contract,
led (including negligence), strict liability
or otherwise. These warranties are in
lieu of all other warranties whether
written, oral, implied or statutory.
Without limitation, no warranty of
merchantability or of fitness for a
particular purpose shall apply to any
of these products.
Trojan does not assume any liability
for personal injury or properly damage
caused by the use or misuse of any of
the above products. Trojan shall not
in any event be liable for special,
incidental, indirect or consequential
damages. Trojan's liability shall, in
all instances, be limited to repair or
replacement of the defective product
or part and this liability will terminate
upon expiration of the applicable
warranty period.
19

Troubleshooting
Models A, B, C
Breaker repeatedly trips
Connection between lamp and lamp
Clean and dry the card and lamp, check
cord is wet
unit ter leaks
Short circuit In the electrical
Replace power supply
assembly
Leak at inlet or outlet
Threaded pipe fittings are leaking
Clean threads, reseal with Teflon tape,
and re -tighten
Leak detected from area of
Condensation of moist air an cold
Control humidity, relocate unit, or insulate
reactor
-reactor (slow accumulation)
reactor
0-ring an sleeve bolt damaged,
Inspect and replace if deteriorated
deteriorated, or incorrectly installed
Lamp/sleeve assembly not properly
Tighten assembly solidly hand -tight
installed (too tight or not light
enough)
Audible alarm
Power failure, lamp failure
Unplug for 2 minutes then restart
Replace lamp
Replace power supply
20

Troubleshooting
Models D, E, F, Pro 7 and Pro 15
SITUATIOIN
POSSIBLE CAUSE
POSSIBLESOLUTtON
Digital display does not read
Unit is unplugged
Plug unit into AC power outlet
anything
No power at AC power outlet
Replace fuse or resat breaker
Power cord is damaged
Replace power card
Power surge caused damage to
Replace power supply and use a surge
electrical assembly
protector
Breaker repeatedly trips
Connection between lamp and lamp
Clean and dry the cord and lamp, check
cord is wet
unit for leaks
Shore circuit in the electrical
Replace power supply
assembly
Leak at inlet or outlet
Threaded pipe fittings are leaking
Clean threads, reseal with Teflon tape,
and re -tighten
Leak detected from area of _
Condensation of moist air on cold
Control humidity, relocate unit, or insulate
reactor
reactor (slow accumulation)
reactor
0-ring on sleeve bolt damaged,
Inspect and replace if deteriorated
deteriorated, or incorrectly installed
Lamp/sleeve assembly not properly
Tighten assembly solidly hand -tight
installed (too tight or not light
enough)
Digital Display indicates a number
Not an alarm condition
between 0 and 10
Digital Display indicates 11
Not an alarm condition; lamp is in
Ensure that you have a replacement lamp
its 121h month of operation and will
on hand
require replacement shortly
Digital Display indicates 12, 13 or
Lamp has reached the and of its life
Replace lamp and reset elapsed time
14
meter
Digital Display indicates L0, L1.
Lamp is not operating
Inspect lamp cord and reconnect; ensure
L2, or L3
safety cap snaps into place
Replace lamp and reset elapsed time
meter
Digital Display reads F0 or F1
Power supply failure
Raslad; if this fails, replace power supply
Digital Display reads CO
Indicator light is malfunctioning
Rastarti if This fails, replace power supply
Note: If push-button is pressed during an alarm condition, the audible alarm is postponed 24 hours. The alarm
condition persists.
21

Troubleshooting
Systems with Sensors
ON
POSSIBLE CAUSE
POSSIBLE SOLUTION
Digital Display reads A3
Not an alarm condition; system in
The system will do this every time the
high temperature mode
water is not flowing for more than 3-4
hours or is not in tfie correct temperature
range. This warning will salt -correct after
water is allowed to flow through the
system.
Digital Display reads AO
Ouartz-glass sleeve has become
Follow cleaning procedures
coaled
in manual
UV sensor failing to detect the
Ensure sensor is clean
correct amount of UV energy
Ensure lamp/sleeve has been inserted
properly; remove and re-insert
Replace UV sensor if defective
Lampp intensity is below safety level
Replace lamp
due to lamp age
Ultraviolet transmittance (UVT) of
Install prefiltration equipment to improve
the water is below 75%.
UVT of inlet water to recommended
levels
Digital Display reads EO
Sensorboard failure
Replace sensor
Leak detected at sensor
UVsensor O-rings are damaged
deteriorated, or incorrectly installed
Inspect and replace 0-rings if
deteriorated
22

8-
C&US Q.
1�1
1,15F information pertains to TmjanUVMax' Pro7 and Pro15 models
This Class A system conforms to NSF Standard 55 for the disinfection of micmbiologlcally contaminated water
hat meets ell otherpubl1c health standards. The system Is not Intended for treatment of water met has an obvious contamination source, such as raw sewage; nor a the system intended to convert wastewater to microbiologkally
safe drinking water The system is intended to be Installed on visually clear water (not sobered, cloudy, or turbid
water). If this system is used for the treatment of surface waters a pref Iter found to be in compliance for cyst
reduction under ANSVNSF Standard 53: Drinking WaterTmatment Units -Health Effects shall be installed
srn.a..na=.---sr z upstream of the system.
bear" lneacamtl
nix.. NSF Standard ed defines waste water to include human and/or rind waste, toilet l r and dot
sr.m.,eve+e.nr.r, Y paper, yo
m..e material intended to be deposited in a receptacle designed b receWa urine and/or feces (black waste); end other
waste materials depaziled in plumbing futures (gray waste).
23

Installed by:
Date of Installation:
Service numbers:
Installer - call
Trojan - call [phone]
Serial number:
decal on back of power supply)
Model Installed (check): A B C D E Pro7 F Pro15
❑ ❑ ❑❑ ❑ ❑ ❑ ❑
Corresponding lamp: 1602803 1 602804 1 602805 1 602806 1 602807
ALamps must be replaced after 12 months of operation to ensure proper
disinfection of your water.
S Clean quartz sleeve and 11V sensor (if equipped) frequently for optimum performance.
Lamp replacement dates:
1st:
6th:
2nd:
7th:
3rd:
8th:
41h:
9th:
51h:
IOth:
TROJAN UV
WATER CONFIDENCE'
Head Office 3020 Gore Road, London, Ontario, Canada N5V 4T7
Tel: [phone] Fax: [phone] www.trojanuv.com

McAbee & Associates, P. As
PROFESSIONAL LAND SURVEYING
3 McAbee Trail
Fairview, North Carolina 28730-8631
Wallace S. McAbee, PLS Telephone [phone]
Eric S. McAbee, PLS Fax [phone]
March 15, 2007
S&EC
Attn: Don Wells
11010 Raven Ridge Road
Raleigh, NC 27614
This letter is to inform all concerned that lots 194 and 195 of The Catawba Falls Preserve
do not lie within the 100 year flood hazard area as determined by the Federal Emergency'
Management Agency. This information has been determined according to FIRM Map#
3711 IC0150 C McDowell County, NC, Panel 150 of 200, dated February 5, 1997.
Respectfully,
�` �, 0.=�r��•��yci .,ter
vv' m SEAL
Eric Mcabee, PLS 4409d
Ott�1

GptlNjj s
Gp�NS�
�hestnut�-
i
1 �
APPROXIMATE SCALE
2000 0 2000FEET
NATIONAL FLOOD INSURANCE PRONAM
FIRM
FLOOD INSURANCE RATE MAP
MCDOWELL COUNTY,
NORTH CAROLINA AND
INCORPORATED AREAS
PANEL 150 OF 200
(SEE MAP INDEX FOR PANELS NOT PRINTED)
CONTAINS:
OMC MUNITY NUMBER PANEL SOAFI% III
UNINCORPORATED AREAS 370148 0150 C
Nadu h UsenThoMAP NUMBER shown hatowMouldboused
when placing map orders; the COMMUNITY NUMBER shown
above should be used on Insurance applications for the subject
tam ounhy.
MAP NUMBER
37111CO150 C
MAP REVISED:
FEBRUARY 5, 1997
Federal Emergency Management Agency
an
Jn-Une. This Map does not least changes
hove been made subsequent to the date on the
count Information about National Flood Insurance

FILE 00 y
AQUIFER PROTECTION REGIONAL STAFF REPORT
Date: February 1, 2007 County:_ McDowell
To: Aquifer Protection Central Office Permittee: Thomas Powers. Jordan Lake Preserve Corp
Central Office Reviewer: Michael Rogers Project Name: Catawba Falls Subdivision Lot#195
Regional Login No: Application No.: WQ0031131
L GENERAL INFORMATION
1. This application is (check all that apply): N New ❑ Renewal
❑ Minor Modification ❑ Major Modification
Surface Irrigation ❑ Reuse ❑ Recycle ❑ High Rate Infiltration ❑ Evaporation/Infiltration Lagoon
❑ Land Application of Residuals ❑ Attachment B included ❑ 503 regulated ❑ 503 exempt
❑ Distribution of Residuals ❑ Surface Disposal
❑ Closed -loop Groundwater Remediation ❑ Other Injection Wells (including in situ remediation)
Was a site visit conducted in order to prepare this report? Z Yes or U No.
a. Date of site visit: January 30, 2007
b. Person contacted and contact information: Thomas Powers, 919/542-5813
c. Site visit conducted by: Ed Williams, Bev Price (Asheville Reg. Office) and Perry Wyatt (Soil Scientist,
Winston-Salem Reg. Office)
d. Inspection Report Attached: ❑ Yes or ® No.
2. Is the following information entered into the BIMS record for this application correct?
❑ Yes or ® No. If no, please complete the following or indicate that it is correct on the current application.
For Treatment Facilities:
a. Location: Lot 195-Catawba Falls Subdivision.
b. Driving Directions: Take Hwy 9 south from Black Mountain to left on SR 1100 (Mt Hebron Ch. Rd
),to left
into Catawba Falls Sub. Follow Catawba Falls Parkway to lot #195 4
c. USGS Quadrangle Map name and number: Moffitt Hill, NC
d. Latitude: 35035'27.2" Longitude: 85°15'36.2"
e. Regulated Activities / Type of Wastes (e.g., subdivision, food processing, municipal wastewater): For Disposal and
Injection Sites: single family drip irrigation I
document for each site, or attach additional pages for each site)
a. Location(s):
b. Driving Directions:
c. USGS Quadrangle Map name and number:
d. Latitude: Longitude:
II. NEWAND MAJOR MODIFICATIONAPPLICATIONS (this section not needed for renewals or minor
modifications, Nkip to nest section)
Description Of Waste(S) And Facilities
1. Please attach completed rating sheet. Facility Classification: N/A
FORM: Catawba falls lot 195 staff report 2006

AQUIFER PROTECTION REGIONAL STAFF REPORT
2. Are the new treatment facilities adequate for the type of waste and disposal system?
® Yes ❑ No ❑ N/A. If no, please explain:
3. Are the new site conditions (soils, topography, depth to water table, etc) consistent with what was reported by
the soil scientist and/or Professional Engineer? ® Yes ❑ No ❑ N/A. If no, please explain:
4. Does the application (maps, plans, etc.) represent the actual site (property lines,.wells, surface drainage)?
Yes ❑ No ❑ N/A. If no, please explain:
5. Is the proposed residuals management plan adequate and/or acceptable to the Division. ❑ Yes ❑ No
N/A. If no, please explain:
6. Are the proposed application rates for new sites (hydraulic or nutrient) acceptable?
® Yes ❑ No ❑ N/A. If no, please explain:
7. Are the new treatment facilities or any new disposal sites located in a 100-year floodplain?
❑ Yes ® No ❑ N/A. If yes, please attach a map showing areas of 100-year floodplain and please explain
and recommend any mitigative measures/special conditions in Part IV:
8. Are there any buffer conflicts (new treatment facilities or new disposal sites)? ❑ Yes or ® No. If yes, please
attach a map showing conflict areas or attach any new maps you have received from the applicant to be
incorporated into the permit:
9. Is proposed and/or existing groundwater monitoring program (number of wells, frequency of monitoring,
monitoring parameters, etc.) adequate? ❑ Yes ❑ No ® N/A. Attach map of existing monitoring well
network if applicable. Indicate the review and compliance boundaries. If No, explain and recommend any
changes to the groundwater monitoring program:
10. For residuals, will seasonal or other restrictions be required? ❑ Yes ❑ No ® N/A If yes, attach list of sites
with restrictions (Certification B?)
III RENEWAL AND MODIFICATIONAPPLICATIONS Luse previous section for new or malor nrodiRcation
systems)
Description Of Waste(S) And Facilities N/A
1. Are there appropriately certified ORCs for the facilities? ❑ Yes or ❑ No.
Operator in Charge: Certificate #:_
Backup- Operator in Charge: _ Certificate #:
2. Is the design, maintenance and operation (e.g. adequate aeration, sludge wasting, sludge storage, effluent
storage, etc) of the treatment facilities adequate for the type of waste and disposal system? ❑ Yes or ❑ No.
If no, please explain:
3. Are the site conditions (soils, topography, depth to water table, etc) maintained appropriately and adequately
assimilating the waste? ❑ Yes or ❑ No. If no, please explain:
FORM: Catawba falls lot 195 staff report 2006 2

AQUIFER PROTECTION REGIONAL STAFF REPORT
4. Has the site changed -in any way that may affect permit (drainage added, new wells inside the compliance
boundary, new development, etc.)? If yes, please explain: Is the residuals management plan for the facility
adequate and/or acceptable to the Division?
❑ Yes or ❑ No. If no, please explain:
5. Are the existing application rates (hydraulic or nutrient) still acceptable? ❑ Yes or ❑ No. If no, please
explain:
6. Is the existing groundwater monitoring program (number of wells, frequency of monitoring, monitoring
parameters, etc.) adequate? ❑ Yes ❑ No ❑ N/A. Attach map of existing monitoring well network if
applicable. Indicate the review and compliance boundaries. If No, explain and recommend any changes to the
groundwater monitoring program:
7. Will seasonal or other restrictions be required for added sites? ❑ Yes ❑ No ❑ N/A If yes, attach list of sites
with restrictions (Certification B?)
8. Are there any buffer conflicts (treatment facilities or disposal sites)? ❑ Yes or ❑ No. If yes, please attach a
map showing conflict areas or attach any new maps you have received from the applicant to be incorporated
into the permit:
9. Is the description of the facilities, type and/or volume of waste(s) as written in the existing permit correct? ❑
Yes or ❑ No. If no, please explain:
10. Were monitoring wells properly constructed and located? ❑ Yes or ❑ No ❑ N/A. If no, please explain:
I,
11. Has a review of all self -monitoring data been conducted (GW, NDMR, and NDAR as applicable)? ❑ Yes or
❑ No ❑ N/A. Please summarize any findings resulting from this review:
12. Check all that apply: ❑ No compliance issues; ❑ Notice(s) of violation within the last permit cycle; ❑
Current enforcement action s () ❑ Currently under SOC; ❑Currently under JOC; ❑Currently 1 under
moratorium. If any items checked, please explain and attach any documents that may help) clarify
answer/comments (such as NOV, NOD etc): If
13. Have all compliance dates/conditions in the existing permit, (SOC, JOC, etc.) been complied with? ❑ Yes ❑ No ❑
i
Not Determined ❑ N/A.. If no, please explain: Are there any issues related to compliance/enforcemleni that
should be resolved before issuing this permit? ❑ Yes or ❑ No ❑ N/A. If yes, please explain:
FORM: Catawba falls lot 195 staff report 2006 3

AQUIFER PROTECTION REGIONAL, STAFF REPORT
IV. INJECTION WELL PERMIT APPLICATIONS (Complete these two sections for all systems that use injection
hells, including closed -loop groundwater remediation effluent injection hells, in situ remediation injection hells, and
heat pump injection wells.)
Description Of Well(S) And Facilities — New Renewal And Modification
1. Type of injection system:
❑ Heating/cooling water return flow (5A7)
❑ Closed -loop heat pump system (5QM/5QW)
❑ In situ remediation (5I)
❑ Closed -loop groundwater remediation effluent injection (5L/"Non-Discharge")
❑ Other (Specify:
2. Does system use same well for water source and injection? ❑ Yes ❑ No
3. Are there any potential pollution sources that may affect injection? ❑ Yes ❑ No
What is/are the pollution source(s)? What is the distance of the injection well(s) from the pollution
source(s)? ft.
4. What is the minimum distance of proposed injection wells from the property boundary? ft.
5. Quality of drainage at site: ❑ Good ❑ Adequate ❑ Poor
6. Flooding potential of site: ❑ Low ❑ Moderate ❑ High
7. For groundwater remediation systems, is the proposed and/or existing groundwater monitoring program
(number of wells, frequency of monitoring, monitoring parameters, etc.) adequate? ❑ Yes ❑ No. Attach
map of existing monitoring well network if applicable. If No, explain and recommend any changes to the
groundwater monitoring program:
8. Does the map presented represent the actual site (property lines, wells, surface drainage)? ❑ Yes or ❑ No. If
no or no map, please attach a sketch of the site. Show property boundaries, buildings, wells, potential pollution
sources, roads, approximate scale, and north arrow.
Injection Well Permit Renewal And Modification Only:
1. For heat pump systems, are there any abnormalities in heat pump or injection well operation (e.g. turbid water,
failure to assimilate injected fluid, poor heating/cooling)?
❑ Yes []No. If yes, explain:
2. For closed -loop heat pump systems, has system lost pressure or required make-up fluid since permit issuance
or last inspection? ❑ Yes ❑ No. If yes, explain:
3. For renewal or modification of groundwater remediation permits (of any type), will
continued/additional/modified injections have an adverse impact on migration of the plume or management of
the contamination incident? ❑ Yes ❑ No. If yes, explain:
4. Drilling contractor: Name:
Ff1RM• (`atamha falls Int IQ' staff r~n ')nnx

AQUIFER PROTECTION REGIONAL STAFF REPORT
Address:
Certification number:
5. Complete and attach Well Construction Data Sheet.
FORM: Catawba falls lot 195 staff report 2006

AQUIFER PROTECTION REGIONAL STAFF REPORT
V EVALUATIONAND RECOMMENDATIONS
1. Provide any additional narrative regarding your review of the application.: Performed the site visit
accompanied by Perry Wyatt, soil scientist with the Winston Salem Regional Office. He confirmed that the
suggested loading rates are within the acceptable range for the types of soils present. He suggested that the
trees not be cut, and just a minimal amount of undergrowth be removed for line installation.
Page 3, section (n) of the SITE PREPARATION REQUIREMENTS states that: "the surface of the ground in
the area of the dripper lines, to a minimum distance of 5 feet from the dripper line locations, shall be raked to
remove leaves and debris from the soil surface. This disturbed area shall be covered with 4 to 6 inches of
mulch." Due to the very steep nature of the site, we recommend that the surface of the ground not be disturbed
and no mulch be placed in the dripper line area. Disturbing the soil would likely promote erosion and any
mulch placed on such a steep slope would soon be washed away.
2. Attach Well Construction Data Sheet - if needed information is available
3. Do you foresee any problems with issuance/renewal of this permit? ❑ Yes ® No. If yes, please explain
briefly.
4. List any items that you would like APS Central Office to obtain through an additional information request.
Make sure that you provide a reason for each item:
Item
5. List specific Permit conditions that you recommend to be removed from the permit when issued. Make sure
that you provide a reason for each condition:
Condition
6. List specific special conditions or compliance schedules that you recommend to be included in the permit when
issued. Make sure that you provide a reason for each special condition:
FORM: Catawba falls lot 195 staff renort 2006

AQUIFER PROTECTION REGIONAL STAFF REPORT
7. Recommendation: ❑ Hold, pending receipt and review of additional information by regional office; ❑ Hold,
pending review of draft permit by regional office; ❑ Issue upon receipt of needed additional information;
Issue; ❑ Deny. If deny, please stay-reagptS : — I
8. Signature of report
Signature of APS regional supervisor:
Date: 0z • C>& • O-P
ADDITIONAL REGIONAL STAFF REVIEW ITEMS
FORM: Catawba falls lot 195 staff report 2006 7

FU COPY
AQUIFER PROTECTION SECTION
3LICATION REVIEW REQUEST FO.
Date: December 21 2006
To: ®
Landon Davidson, ARO-APS
❑
Art Barnhardt, FRO-APS
❑
Andrew Pitner, MRO-APS
e ❑
Jay Zimmerman, RRO-APS
From: Michael Rogers , Groundwater Protection Unit
Telephone: [phone]
E-Mail: Michael.Rogers(cDncmail.net
A. Permit Number: WO 0031131
B. Owner: Catawba Falls Subdivision Lot 195
C. Facility/Operation:
® Proposed
D. Application:
E C E I VED
I ! "
DEC 2 ,2006
Ashovilis Rvni i ji)ril OEtit Er
❑ David May WaRO ` T, , PO,^Gticm
El Charlie Stehman, WiRO-APS -
❑ Sherri Knight, WSRO-APS
Fax: [phone]
1I3c, 0-1
❑ Existing ❑ QQf C .� �-Lh [ So ;, I
SCie'A u..15 go
1. Permit Type: ❑ Animal ® SFR-Surface Irrigation
❑ Recycle ❑ I/E Lagoon ❑
❑ UIC - (5A7) open loop geothermal
For Residuals: ❑ Land App. ❑ D&M
❑ 503 ❑ 503 Exemp
2. Project Type: ® New ❑ Major Mod. ❑ Minor Mod
`SL517-96 -NSoo
E. Comments/Other Information: ❑ I would like to accompany you on a site visit.
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within 21 calendar days, please take the following actions:
® Return a Completed APSARR Form.
❑ Attach Well Construction Data Sheet.
❑ Attach Attachment B for Certification by the LAPCU.
❑ Issue an Attachment B Certification from the RO.*
* Remember that you will be responsible for coordinating site visits and reviews, as well as additional
information requests with other RO-APS representatives in order to prepare a complete Attachment B.for
certification. Refer to the RPP SOP for additional detail.
When you receive this request form, please write your name and dates in the spaces below, make a copy
of this sheet, and return it to the appropri e Central Office -Aquifer Protection Section contact person
listed above. / i7 , 1 /)
Date: — / 7 - 0-7
FORM: APSARR 07/06 Page 1 of 1

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 20, 2006
Thomas Powers
Jordan Lake Preserve Corporation
840 The Preserve Trail
Chapel Hill, NC 21517
Subject: Acknowledgement of Application No. WO0031131
Catawba Falls Subdivision Lot 195
Surface Irrigation System - SFR
McDowell
Dear Mr. Powers:
The Aquifer Protection Section of the Division of Water Quality (Division) acknowledges receipt of your permit
application and supporting materials on December 15, 2006. This application package has been assigned the number
listed above and will be reviewed by Duane Leith.
The reviewer will'perform a detailed review and contact you with a request for additional information if necessary.
To ensure the maximum efficiency in processing permit applications, the Division requests your assistance in
providing a timely and complete response to any additional information requests.
Please be aware that the Division's Regional Office, copied below, must provide recommendations prior to final
action by the Division. Please also note at this time, processing permit applications can take as long as 60 - 90 days
after receipt of a complete application.
If you have any questions, please contact Duane Leith at 919-715-6186, or via e-mail at [e-mail]. If
the reviewer is unavailable, you may leave a message, and they will respond promptly. Also note that the Division
has reorganized. To review our new organizational chart, go to
hqp://h2o.enr.state.nc.us/documents/dwq orechart.odf.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS
PROJECT.
Sincer ly,
for Deb J. atts
Supervisor
cc: sh vi11e R �M fie Aquifer Sectio
eith Roberts, PE, Development Consulting Services, Inc.
Permit Application File WO0031131
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: www.ncwaleraualitv.ora Location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal Opportunity/Affirmative Action Employer-50%Recycled/10%o Post Consumer Paper
Telephone:
Fax 1:
Fax 2:
Customer Service:
y` rCarolina
ura!!lf
[phone]
[phone]
[phone]
[phone]

AQUIFER PROTECTION PERMITTING INFORMATION TRANSMITTAL MEMO
Date: Axil 23, 2007
To: U_Williams
ARO-APS
Copies Sent: 1
From: Duane Leith, Aquifer Protection Section PC
Telephone: [phone]
E-Mail: duane.Leith(a)ncmail.net
APR 24 2007
fish?vllle Rcgional Office
Fax: [phone]
Subject: Permit Number W00031133 Facilitv:Catawba Falls Preserve Subdivision
Lot 195
The attached documents for the subject permit application are being transmitted to you for:
For RO-WQS:
❑ Original information for your review — please complete Form APRSR.
❑ Original information for your review — attach Attachment B for Certification.
® Additional information for your files — no review is necessary
❑ Additional information for your review — please update Form APRSR and return.
❑ Documents misdirected - for you to take action as appropriate.
For co -reviewers:
❑ Original information for your review — please return the appropriate review form.
❑ Additional information for your files — no review is necessary
❑ Additional information for your review — please update the appropriate review form.
Please note that if a response is required, please respond within 30 calendar days.
FORM: APPTTM 050401 Page 1 of 1

AQUIFER PROTECTION PERMITTING INFORMATION TRANSMITTAL MEMO
Date: March 26, 2007
To: Ed Williams
ARO-APS
Copies Sent: 1
From: Duane Leith, Aquifer Protection Section
Telephone: [phone] Fax: [phone]
E-Mail: duane.Leith(@ncmail.net
Subiect: Permit Number W00031131 Facilitv:Catawba Falls Preserve Lot 195
The attached documents for the subject permit application are being transmitted to you for:
For RO-WQS:
❑ Original information for your review — please complete Form APRSR.
❑ Original information for your review — attach Attachment B for Certification.
® Additional information for your files — no review is necessary
❑ Additional information for your review — please update Form APRSR and return.
❑ Documents misdirected - for you to take action as appropriate.
For co -reviewers:
❑ Original information for your review — please return the appropriate review form.
❑ Additional information for your files — no review is necessary
❑ Additional information for your review — please update the appropriate review form.
Please note that if a response is required, please respond within 30 calendar days.
FORM: APPITM 050401 Page 1 of 1

APPLICATION FOR SURFACE LAND APPLICATION DRIP SYSTEM
CATAWBA FALLS SUBDIVISION LOT 195
MCDOWELL COUNTY, NORTH CAROLINA
Paqe
TABLE OF CONTENTS
PermitApplication-----------------------------------------------------------------------------------------------
1-4
Operation and Maintenance Agreement -------------------------------------------------------------------- 5
Owner and Agent
7-10
Property Information—-------------------------
- 11
Specifications----------------------------------------------------------------
----------------------------- 12-13
System Operation-------------------""""'-""--- "----------------
14-18
Site Preparation Requirements------------------------"""'---"----------------------------
------------------------------ 19-24
Design. W orksheet------------------------------------------------
--- ----------- ------------ 25
Maintenance Information------------------""""----"--"--"-------
-------- -------------- 26-27
Force Main Testing -----------------------------------------------------
--------- ------ 28-39
Soil Scientist's Report ------------------------------------------------- ---------------------------
------------------------------------ 40-41
McDowellCounty Letter of
Tank Bouyancy Calculations------------------""""---" - "
------------------------------------------------ 42-44
(continued on next page)
December 12, 2006
Project No. 8190
Design By: Matt Burdette
- Reviewed By: Keith M. Roberts
Development Consulting Services, @
1401 Aversboro Road, Suite 2(q.
Garner, NC 27529
Phone: [phone] E 4
Fax: [phone]
SEAL
023728
M.

Table of Contents (continued)
AdvanTex Treatment System Information
45
""
AX-20 Filter Technical Specifications--------------------""'---"-
------------------------------46-47
Control Panel Information-------------------"""'-'-------"-----
---------------48-50
System Overview----------------------------------------- ------------------------
--- ---------- - ---51
Performance Information----------- -------"""----------" -----
52-56
Design Criteria
57-60
Sytem Pump Information---------------------------------- -------
__ 61-62
UV Disinfection Unit Information---------------------"""'---"--'--""--'-----
63-64
Field Dosing Pump Information------------------------------------------------------------------------------
------------------- ----------- 65-67
Soil Moisture Sensor Information--------------- --------- ---------------
Geoflow System Information
------------ - - 68-79
General Information---------------------
-80-81
Winterization and System Maintenance------------------""""
• 82
Wasteflow PC Drip Line Information-----------------"""'--"---"--"---"------
----------------------------- -83-84
Vortex Filter Information ------------------------ '-------- "
----------------------------- 85-88
Control Panel Information ------------------""'---"'--"--"--"---'-
------------------ 89
Air/Vacuum Breaker Information-----------------"""--'"------"--------
___ 90
Pressure Regulator Information--------------------"""------------
_: 91
Headworks Hydraulic Unit Information ------------------"""'-------_
--------------------- 92-93
Effluent Filter Information ---------------------------------------------- --------------------
DesignPlans - 8 Sheets----------------------------------------------------------------------------------------
Attached
Homeowner's Operation &Maintenance Manual--------------------"""---"--'--"---'-------
- Attached

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEM
PERMIT APPLICATION
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number:
I. GENERAL INFORMATION:
(to be completed by DWQ for new projects)
1. Project name (e.g. New Subdivision Lot #1): Catawba Falls Subdivision Lot 195
2. . Applicant's name (Name of the owner of the facility. If a company or corporation it must be registered with
the Secretary of State):.16r
cat ws R ays �re5
3. Name and complete address of applicant: tiCO ee-rv'g`ram
City: t✓1 a o e l 4—� i I State: Al Zip: Z-7517
Telephone no her: (CAI ) SyZ-S816 Facsimile number: (a) 0?--ss5l
Email Address:
4. County where project is located: McDowell
5. Fee submitted: $ 50 (See Instruction C.)
6. Name and complete address of engineering firm: Development Consulting Services Inc
City: Garner State: NC Zip: 27529
Telephone number: (919 ) 625-0411 Facsimile number: (919 772-3437
7. Name and affiliation of contact person who can answer questions about project: Keith Roberts
Address: [e-mail]
II. PERMIT INFORMATION
1. Project is: X new; modification; renewal without modification
Note: Renewals without modifications should just fill out sections I & 11; sign the applicants signature on
Page 6; and attach Form SFR 0&M 09-06.
2. If this application is being submitted as a result of a modification to or renewal of an existing permit,
provide: existing permit number and the issuance date
3. If project includes any stream or wetland crossings, provide date when Nationwide 12 or 404 permit was
submitted for approval:
III. INFORMATION ON WASTEWATER:
1. Volume of wastewater generated by this project: 360 gallons per day
2. Explanation of how wastewater flow was determined.(15A NCAC 2T .0114(c)):
(3 bedrooms)(]20aod/bedroom) = 360 eallons/dav
RECEIVED I DENRI DWO
AQUIFER PROTECTION SECTION
FORM: SFR-SIA 09-06 Page 3 of 6 DEC 15 Z006

IV. GENERAL PROJECT INFORMATION:
1. Brief project description: This project is a drip irrigation wastewater disposal system for lot 195
of the Catawba Falls subdivision. This s stem will incor orate an AdvanTex pretreatment system and a
GeoFlow drip disposal system to serve a 3 bedroom house.
2. System is (check one) : spray irrigation; or X drip irrigation.
3. Does the project conform to all buffers as required in 15A NCAC 2T .0606(a)? X Yes;
No.
*Please note that buffers for drip irrigation are those identified as "other surface disposal systems".
If No, please explain how the proposed buffers will provide equal or better protection of the Waters of the
State with no increased potential for health concerns or nuisance conditions:
4. The treatment facilities and wetted areas must be secured in some fashion to prevent unauthorized entry.
Details or notations of restricted access measures should be shown on submitted plans. Briefly describe the
measures being taken (15A NCAC 2T .0605(i)): The plans call for a minimum two strand wire fence
around the wetted area.
5. a. 100-year flood elevation: 1705 feet mean sea level.
b. Are any treatment units or wetted areas located within the 100-year flood plain?: _Yes; X No.
If Yes, briefly describe the protective measures being taken to protect against flooding.
V. DESIGN INFORMATION FOR SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEMS:
1. Summary of TREATMENT UNITS to be permitted: Provide the location of each design element in the
specifications and/or engineering plans:
Surface
How Dimetrsions Loading Page Number in the
Treatment Units Many L x W x H Volume Rate Plans & Specit"rcations
._.. _ innnmzl Plane I Snees
Must conform to
criteria in T15A 18A
.1952-.1954 -
Primary Sand Filters
Filters
*NOTE: If a treatment system other than sand filters are to be used for secondary treatment please subrrut a
separate page with specific details of sizing and treatment ability and provide manufacturer's documentation
for support.
2. Have effluent filters been provided for septic tank? X Yes; No.
3. a. Type
b. If Chlorine, specify detention time provided: minutes. Please indicate where this detention
time is provided for:
c. If UV, provide Manufacturer's details with application and specify the number of lamps: 1
FORM:SFR-SIA 09-06 Page 4 of 6

VI. DESIGN INFORMATION FOR IRRIGATION SYSTEM:
1. Summary of Storage and Irrigation Pump Tank information: page Number in t
Plans &
Specifications
Design Element
See Pump Tank Plans S ccs
Dimensions of Storage Tank (if separate from pump tank)
(LxWxH : See Pump Tank
Volume of Stora e Tank: t 1x70 5 2
12
5 Days
High Water Alarms: yes
Audible Alarm yes
Visual Alarm 6
yes
E ui ment to revent irri ation durin rain events:
*NOTE: The Division requires a minimum of 5 days storage be provided in the pump and storage tanks.
This should be calculated between the pump off elevation and the invert elevation.
2. List any equipment (note sheet number of the plans or page number in the specifications) not specifically
mentioned above (pump hoist, odor control equipment, etc.): Orenco AdvanTex treatment system
3. Loading rate recommendation, as determined by the soil scientist: 0.0023 inches per hour
19.59 inches per year.
4. Design loading rate: 0.0020 inches per hour; 19.59 inches per year.
5. Size of wetted irrigation area: 12,309_ square feet; or 0.28 acres.
6. Summary of Irrigation system:
.zles or birur
Diameter of
Area of Emi
Distance Between
Iistance Between
M
FORM:SFR-SIA 09-06 Page 5 of 6
the Plans &

12/08/2006 FRI 12:57 FAX [phone] CHAPEL RIDGE
Dec. B. 2006 12:11PM Bluegreen Communities
4 003/003
No.4642 P. 3
professional Engineer's Certification:
1, /tN R1- 9QA6t attest that this application for CATAvj6A P(Lu,�
G ,nr I✓I 610tj ).T 1115 has been reviewed by me and is
accurate, complete and consistent with the information supplied in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. I hWher attest that to tho best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although other professionals may
have developed certain portions of this submittal package, inclusion of these materials under my siguature and seal
signifies that I have reviewed this material and have judged it to be consistent with tho proposed design. Note: In
accordance with NC General Statutes 143-215.6A and 143.215,613, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exeeed $10,000 as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, mud. date:
1�
-SLIL jjj vG
023728 / :
Applicants Certaflcation:
1, :�/%� —,attest that this application
�✓ l ! //�%1 �7A/ �i has beenremviowed by mo and to
accurate iothe s ofmYknowiodge. 1 understand that if ail requited parts of this application Ara not
completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete. I further certify that the applicant or any affiliate has not been convicted of an
onvironmental'crime, has not abandoned a wastewater facility without proper closure, does not hAve an ourstanding
civil penalty where all appeals have been exhausted or abandoned, are compliant with any active compliatim
schedule, and dq not have any overdue annual fee& under Rule 2T .0105. Note: In accordance with NC General
Statutes 143-215.6A and 143-215.6E, any person who knowingly makes any falso amtetnent, represcntation, or
certification in any application shall guilty of a Class 2 misdemeanor, which may include a fine not to exceed
$10,000 as we
unities u $25,000 per violation. WWfz
7
Signature: Date: '
RECEIVED /DENR/ DWQ
AQUIFER PROTECTION SECTION
DEC 1 5 2006
170M&SPR.-SIA 09-06 Page 6 of 6

OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEM
DIVISION OF WATER QUALITY
Property Owner(s
Mailing Address:
Facility Address:
Disposal Method:
County: _
❑ SPRAY IRRIGATION DRIP IRRIGATION (Check One)
Permit No.
I/We agree to operate and maintain the wastewater treatment system as follows:
1. The Permiltee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency of the septic tank.
b. The sand filter surface shall be raked and leveled every six (6) months and any vegetative growth
shall be removed by hand (accessible sand filters only].
c. Check one:
❑ The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
❑ The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned
and/or replaced to ensure proper disinfection.
d. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
e. The irrigation system shall be inspected monthly to make certain of proper operation, that
vegetative growth does not interfere with the system inspection or operation, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no objectionable
odors are being generated.
2. Failure of the Permittee to properly operate this system is subject to a penalty up to $25,000 per day.
3. Failure to meet the permit conditions or violation of the State's surface or groundwater regulations
will require evacuating the dwelling and may void the permit.
IfWe understand the abov u' ents n agree to th �e terms as part of the issued permit.
Owner(s) Signature(s): Date: 12-of -o6
p� Date:
Notary Signature:
l(t (ni�1C '��`�� Date:
o
Notary Seal: RECEIVED IDENR/DWQ ssionExpiration:
AQUIFER PROTECTION SECTION
SFRO&M 09-06 DEC 1 5 2006
R

Owners and Aaents
Client: Jordan Lake Preserve Corp.
Attn: Thomas Powers
Street Address: 840 The Preserve Trail
Chapel Hill, NC 27517
Phone: [phone]
Fax: [phone]
Designer: Development Consulting Services, Inc
Attn: Keith M Roberts
Street Address: 1401 Aversboro Road
Garner, NC 27529
Phone: [phone]
Fax: [phone]
Soil Consultant: Soil & Environmental Consultants, P.A.
Attn: Steve Price
Street Address: 236 Le Phillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]

[Bi=t11 ou-e-..-.--
Dec D.1 OB 09s SB CflTflWBfl FALLS
BK 0688 PG 0242
Iuud Jun 19J2002
t2.856.� dwell
M ORRO of county
North Grolina
Rout EotNo Erteloo Tort
FILED In NeDervell Count pC
ny: PATi1ICIZSIR 04 A. REELA® PW.
A
Rniotor of Dodo
BOOK BBB PAGE 2A2
This Instrument Prepared BY/.—W ilham C. Ftno, 7r.
�gETUR1�t
sTfivt3NTACErw r WARRANTY DEED
74 g. PACK SQUARE `x' n'p A
A6f1E1RLL.6.NC RgeOt �'♦t11����-+
une___---
DAY OF--------'J-^--
2002. 139TWBBN
___._�
DEED DATl3D---'•�__... -
GRANTEE
.GRANTOR
CATAWBA FALLS'LLC, A NORTH
INDUSTRIES. INC. A FLORIDA
CAROLINA LIMITED LIABILITY
ROLLAR
CORPORATFON
RICHARD G. ROLLAR cad weft. BARBARA L ROLLAR
O
c/o Bluegreen Corporation
4960 Coniemuce Way North
Salto too
Roca Raton. FR. 33431
Attn: Jim Corbett
The designation Grantor and Grantee as used herein shall include said parties, their heirs, suooessom, and
assigns, andshall include singWar, plural, maaouline, feminine or neuter as required by context.
W ITNESSETIi, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, bes and by these presents does grant, bargain, 9011 and convey 11"to the Grantee in
fee simple, all that
certain lot or pareal of land situated in the City of
Township... Mc Dowell County. North Carolina and more particularly
Old Fort and
dawn as fo lowsk
SEE EXHIBITY REVERENCE
T.AERHD INCORPORATED
49"OVED10REGORD
TAXDEPA ENf
D6- V /Vmq

Dec 01 O6 03:5
CRTRWDR FRLLS (B207664-levy �--
BK 0688 PG 0243
ArrACHMENT
In Crooked Creek and Old Fort Townships, McDowell county
for
BEING ALL of the Tract said to contain 367.06 acres 8described
eM Dowell Cou tIn a o Regl
PL6 dated. 6, 20D2 recorded In Plat Book 7 Page Har
same property described Ina Gen --a Warranty
a k dR2 Pee 88; and In a M.
Goneed er
Warr
a
E�;ok�d Creek and in Deed Book o6844 Page 63. SR 1100) more
PIN 40635.00-32-1313 #0638.00-33-6314 (4.713 c) c)
BLUE GREEN 4782
recorded July
'or access to an
p Book Page
BOOK BOB PAGE 243
cntawba Falls LLC by Eric S. McAbee,
stry; and BEING ALSO ALL of the
to Rollar Industries, Inc. dated and
rranty Deed from Roller Industries, Inc.
d fromOMt. HebronDeed oRoad ta/k%e 342
s 333 and 417, Plat Book 7 Page 81,

uec ul us D4: 00 CRTRWHR FRLLS _ --
BK 0688 PG 0244
BOOK BeB PAGE 21A
The property heroin above described was acquired by Grantor by instrument recorded in
--- --- ------- —----- — ---------- ____ ___— C _--------- --__
-- �
__—____—_____________________—___________________——______—____— _________
A map allowing the above described property Is recorded in Plat Book-----=,�----- p 6 ---�-i---
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the promises in fee simple, has the
e (n fee simple, that title is marketable and tree and clear of all encumbrances, and
right to convey the sam
that Grantor will warrant and defbnd the title against the unlawRrl claims of all persons whomsoever nxcep[
for the exceptions heroinaiter stated.
Title to the property heroin above described is subject to the following exceptions:
IN WITNESS WITEREOp, the Grantor has hereunto act hie hand and seal, or if corporate, has caused this
instrument to be signed in its corporate name by its duly authorized oflloara and its seal to be hereunto
nflixed by authority o€its Hoard of Director's, the day and year first above tvr• en. A/////J//Jyy//��
ROLLA( IN al.rnk TE��c/'�r1�•C. C^`s �- - - -
(C ram na
BA L)
RY
----Secretary (Cotpomte ScoO
t NORTH CAROLINA, Buncombe County
i.`�. gepu;S'�`AMIC 1, a N1 otary public of 1the Caunty and S1mto aL s4idiLw✓fY that
`• t,r' —t wr �r Omntnn �erenno
What; we thin day and ack owledgod the execution of the tbron
•• •:`> r�• instrument. Wltness my hand and oMcial atamp or seal. this
• t .= I. tpL _ , 2002. My coo Sion expires:
Tito foregoing
certifiedbe ld correct. This instrument and this -01tiflasto
Page showw sh
n on the prat page hereof
REGISTER OF DEEDS FOP- ----....... —COUNTY
uday
r' O�I
Public
-- Won,
end time and in the Book and
Deputy / Assistant -.Register of Dceda

-
Bno O1 06 OM1r O1 CRTRWBR FALLS ,
BK 0688 PG 0245
BOOK BOB PAGE 245
STATE OF NORTH CAROLINA
BUNCOMBE CO(14TY
I, a Notary Public of the State and County aforesaid certify that Barbara Roller personally come
•before _+rye this day and srated that she Is the Secretary ofROLLAR INDUSTRIES, INC., a Florida
_ Coioratlon, and that by authority duly given and as the act ofthe corporation, the foregoing instrument
_ 'ids .:M. ell in its name by its Presidant, sealed with its corporate seal and attested by herself as Its secretary.
ass my hand end official seal tills 17t1i day o Juno, 2002.
tVt�\
Nois lie
•1 1My commission explran: •L G
The Ioronoln8 CeNllcate(e) of
Notary(les) Publlo
islare certlled to be le —al. This Instrument and this certigoale ore
duly registered at the dale and time and in this Book and Pape shown
on the first Page hereof -
Patricia A. Reel REGISTER OF OEE06
FOR McDowell COUNTY
13Y _. 1pauflstan • eglsler of Geode.

SPECIFICATIONS
FOR
INITIAL SYSTEM INSTALLATION OF
ON -SITE WASTEWATER TREATMENT SYSTEM
WITH FINAL DISPOSAL BY
SURFACE DRIP IRRIGATION
SERVING
CATAWBA FALLS SUBDIVISION LOT 195
PREPARED BY:
MATT BURDETTE
REVIEWED BY:
KEITH ROBERTS, P.E.
DEVELOPMENT CONSULTING SERVICES, INC.
1401 AVERSBORO ROAD
GARNER, NC 27529
'�O�
2;Q
14
%"V 023728

EXPLANATION OF SYSTEM OPERATION AND DESIGN
The wastewater disposal system recommended for this site consists of a
pretreatment system and a four -zone surface drip irrigation wastewater disposal system
containing the following: a 1,200 gallon septic tank with effluent filter; a 1,000 gallon
recirculating tank with an Orenco AdvanTex treatment system; a 3,000 gallon pump tank
for field dosing; a Geoflow Headworks pump controller with accessories for the 3,000
gallon pump tank; supply and return piping system; four surface drip irrigation
wastewater disposal fields using Geoflow Wasteflow PC dripper line; and an alarm
system for indication when problems with the system occur. It should be kept in mind
that this system is designed to accommodate a moderate amount of wastewater from the
household and that all measures should be undertaken to minimize the volume of water
entering the system to include the following precautions:
(a) Providing water conserving plumbing fixtures within the house;
(b) Making timely repairs to leaking plumbing fixtures;
(c) Developing conservative water use habits on the part of all members
of the household;
(d) Monitoring and maintaining the system as may be necessary for
proper operation;
(e) Checking and pumping the septic tank sludge on a regular basis of
approximately every year when garbage grinders are included in the
wastewater system (NOT RECOMMENDED) or every two years
when garbage grinders are not included;
(f) Insuring proper installation of this system by a competent Installation
Contractor; and
(g) Avoiding excessive sprinkling of the yard in the vicinity of the
absorption fields.
The system as recommended is intended to provide satisfactory wastewater disposal for
the site for a reasonable period of time. Due to the rather complex inter -relationship
between soil properties, system installation, wastewater habit patterns of the household,
system maintenance, vegetative activity, climate and rainfall, and other factors over
which the Engineer has no control, yet which ultimately influence the successful
operation of a wastewater disposal system, the Engineer requires that he be relieved of
any liability that may result from failing or malfunctioning of this system of wastewater
disposal. The persons occupying this residence should be familiar with the contents of
the Engineer's recommendations. A CONFERENCE SHOULD BE HELD WITH THE
ENGINEER AND THE INSTALLATION CONTRACTOR IN ATTENDANCE PRIOR
TO BEGINNING ANY ACTUAL CONSTRUCTION OF THE WASTEWATER
DISPOSAL SYSTEM IN ORDER TO ANSWER ANY QUESTIONS AND TO
INSURE THAT THE INSTALLATION CONTRACTOR WILL MAKE NO CHANGES
TO THE RECOMMENDED SYSTEM WITHOUT FIRST OBTAINING WRITTEN
PERMISSION FOR SUCH CHANGES FROM THE ENGINEER. THE
CONTRACTOR SHALL COORDINATE HIS WORK SCHEDULE WITH THE
ENGINEER AND WITH REPRESENTATIVES OF THE HEALTH DEPARTMENT IN
12

ORDER THAT APPROPRIATE AND TIMELY INSPECTIONS OF THE
CONSTRUCTION WORK CAN BE MADE.
13

DESIGN WORKSHEET
SITE PREPARATION REQUIREMENTS FOR
CONSTRUCTION OF AN
INITIAL SYSTEM INSTALLATION
SEPTIC TANK, ADVANTEX TREATMENT SYSTEM, PUMP TANK AND
SURFACE LAND APPLICATION DRIP
IRRIGATION SYSTEM OF WASTEWATER DISPOSAL
NOTE: PRIOR TO BEGINNING ANY ACTUAL CONSTRUCTION OF THE
WASTEWATER DISPOSAL SYSTEM, THE INSTALLATION CONTRACTOR
SHALL NOTIFY THE ENGINEER OF HIS INTENDED CONSTRUCTION
SCHEDULE AND SHALL ARRANGE A PRE -CONSTRUCTION CONFERENCE
WITH THE ENGINEER AT THE SITE FOR THE PURPOSE OF REVIEWING THE
WORK TO BE DONE AND FOR ANSWEREING ANY QUESTIONS THE
INSTALLATION CONTRACTOR MAY HAVE ABOUT THE CONSTRUCTION OF
THE WASTEWATER SYSTEM. NO CHANGES ARE TO BE MADE TO THE
WASTEWATER DISPOSAL SYSTEM WITHOUT THE WRITTEN PERMISSION OF
THE ENGINEER.
(a) The area to accommodate the surface drip irrigation system shall be cleared of all
small trees and growth by carefully cutting them off at ground level, and
removing them from the area for the disposal system. Do not use heavy
equipment for tree removal. After clearing, rope off the area of the disposal
system and protect from damage from heavy equipment during construction of the
residence.
(b) Wastewater piping system from the residence to the location of the septic tank
shall be 4" diameter Schedule 40 PVC sewer pipe laid at 1.0% minimum grade.
(c) The septic tank shall consist of a 1,200 gallon capacity, reinforced precast
concrete septic tank approved for use as a septic tank by the North Carolina
Division of Environmental Health. Locate the pre-treatment tank at such location
and elevation as required by plans and specifications. The tank shall be properly
sealed using Press Boot or equivalent seals as approved by the tank manufacturer.
All pipe penetrations of the septic tank shall be sealed with Press Boot seals or
approved equal.
(d) At the outlet opening of the precast concrete septic tank, install one Orenco
Biotube Effluent Filter Model No. FTPSO436-28-NC and provide easy access to
the filter from ground level for checking and cleaning. Install the filter in
accordance with the manufacturer's recommendations.
(e) Wastewater piping system from the outlet of the septic tank to the inlet of the
recirculating tank shall be 4" diameter Schedule 40 PVC sewer pipe laid at 1.0%
minimum grade.
SITE PREPARATIONS REQUIREMENTS PAGE 1
Iq

SITE PREPARATION REQUIREMENTS (Continued)
(f) The treatment system shall consist of an AdvanTex model AX-20 mode IC -UV -
NC by Orenco Systems, Inc. of Sutherland, Oregon. The treatment system shall
include a Biotube Pump Package, recirculating splitter valve, UV disinfection
unit, 1-Advantex filter, risers for the tanks, and control panel. The treatment
system requires a 1,000 gallon recirculating tank. A 1,000 gallon tank
manufactured by Brantley & Sons, Inc. or Blackwelder Tank, Inc. is
recommended.
(g) The pump tank shall receive the treated effluent from the AdvanTex treatment
system. The tank shall be provided with knock -out sections to accommodate the
4" diameter Schedule 40 PVC inlet piping from the treatment system, as well as
the 1 1/4" diameter suction pipe and 1" diameter electrical conduit. Seal around
pipe using Press Boot seals or approved equal.
(h) Before backfilling around all tanks, and after all piping has been connected with
and sealed against the tanks, all tanks shall be filled to the outlet level with water,
and shall be observed for 24 hours for leakage. If the water level within the tanks
has dropped more than 1/2 inch during the 24-hour inspection period, the tank
leakage tests are considered to have failed, and the tank must not be used until the
sources of the leaks have been found, the leaks properly sealed, and the tanks
retested and the leakage tests being met, prior to backfilling around the tanks.
Approved vacuum testing of the tank may be used in lieu of leakage testing.
(i) Identify in the field the location of the proposed filtration and control package, to
be located in the vicinity of the treatment system. Bring all required services to
this point. Said services include the following: a dedicated underground
telephone line from the residence to the unit; 1" diameter electrical conduit and
properly sized electrical wiring to the unit from the residence; 1" diameter
electrical conduit and electrical liquid level float control switches from the
treatment system to the unit; 4" diameter Schedule 40 PVC gravity piping system
laid at 1.0% minimum grade from the control package location to the inlet piping
system at the septic tank; 1 1/4" diameter Schedule 40 PVC supply piping from the
field dosing tank to the unit; four separate force main supply lines of 1 1/2"
diameter Schedule 40 PVC piping from the unit to the location of each of the four
surface drip irrigation fields at locations shown on engineering plans; and a
separate force main field flushing return line of 1 1/2" diameter Schedule 40 PVC
from the four surface drip irrigation fields at locations shown on engineering
plans to the control package location. Contractor shall confirm with the Geoflow
Headworks supplier the required locations of all such services at the location of
this filtration and control package.
(j) The pump to be used with the Geoflow Headworks filtration and control package
shall be 1/2 horsepower submersible pump, model number 5030-0008 by Zoeller,
or approved equal, with 1 1/4" diameter discharge, and shall be capable of
delivering 12 gallons per minute at 97.67' TDH, and requiring 30 amp, 230 volt,
single phase, electric service.
SITE PREPARATION REQUIREMENTS PAGE 2
IS

SITE PREPARATION REQUIREMENTS (Continued)
(k) The pump to be used in the filtration and control package shall be connected with
4 separate 1-inch diameter electrically controlled valves, which shall be connected
to 1 1/2 inch diameter Schedule 40 PVC force main supply piping which shall
extend from the pump and control unit to the location of the four separate surface
drip irrigation zones to be installed on Lot # 195 Catawba Falls subdivision at the
locations shown on the engineering plans. Force main piping system shall be
installed to a depth of 24 inches minimum below the existing ground surface.
Provide all connectors, reducers, tees, ells, and accessories necessary for a
complete, first class installation.
(1) The pump and controller for the drip irrigation zones shall also be connected with
an electrically driven 1-inch diameter control valve which shall be connected to 1-
1/2 inch diameter Schedule 40 PVC field flushing piping which shall extend from
the pump and control unit to the location of the four separate surface drip
irrigation zones to be installed on Lot #195 at the locations shown on the
engineering plans. Field flushing piping system shall be installed to a depth of 24
inches minimum below the existing ground surface. Provide all connectors,
reducers, tees, ells, and accessories necessary for a complete, first class
installation.
(m) At the locations of the surface drip irrigation zones, as shown on engineering
plans as Zones 1-4, the Contractor shall famish and install a total of 3,680 linear
feet of Geoflow Wasteflow PC pressure compensating wastewater dripper line
laterals, with said dripper line laterals having drip emitters in said lateral at 2 feet
intervals in length. The number and length of the laterals in each zone shall be as
show on Sheet 3 of the engineering plans.
At the top corner of each zone a supply and return manifold shall be installed. A
pressure regulator set at 55 PSI shall be placed at the supply end of each supply
manifold. Each individual dripper line lateral shall be connected to the supply
manifold and return manifold by inch flex PVC tubbing. The supply manifold,
shall be placed one foot in elevation above the top dripper line lateral in each
zone, as shown on the engineering plans. Install all force main piping system
supply lines and field flush return lines at a depth of 24" below grade, but install
all dripper line laterals at existing grade. Dripper line laterals shall be secured to
the ground surface with wire staples.
(n) After the dripper lines and related piping have been installed and connected with
the force main supply manifold and with the field flushing return manifold, the
surface of the ground in the area of the dripper lines, to a minimum distance of 5
feet from the dripper line locations, shall be raked to remove leaves and debris
from the soil surface. This disturbed area shall be covered with 4 to 6 inches of
mulch.
SITE PREPARATION REQUIREMENTS PAGE 3
1H

SITE PREPARATION REQUIREMENTS (Continued)
(o) The drip irrigation system pump and the electrically driven automatic valves of the
drip irrigation system shall be operated automatically by means of an automatic
control panel with all timers, relays, transformers, alarm features, and all else required
for complete system operation, and such control panel shall be in a lockable
weatherproof enclosure. Provide all power wiring from the residence to the control
panel using wire size as appropriate for meeting the electrical demands of the pump
and control system. Extend telephone wiring and conduit from the residence to the
location of the pump and control panel. Provide one breaker in the residence rated at
30 amp, 230 volt, single phase, to serve the control unit. Connect pump power wires
to the control panel. Connect float control switches to the control panel. Connect
each automatic valve to the control panel.
(p) The pump to be used in the filtration and control package shall be 1/2 horsepower
submersible pump, model number 5030-0008 by Zoeller, which shall be utilized to
dose effluent from the field dosing tank to the four separate surface drip irrigation
fields every 4.0 hours throughout the day, for a total of 6 doses per day per zone. The
pump control panel shall set a dosing run time of 3.7 minutes per dosing cycle per
zone, for 6 cycles per day per zone. Liquid level float control switches shall be
installed into the field dosing tank, and shall be wired to the control panel so as to
switch "Off' the pump run cycle for that tank when liquid level in said chamber drops
to a liquid depth of 24" above the tank floor in said chamber, and will resume the
pumping cycle when liquid level in said tank rises to a depth of 32" above the tank
floor in said chamber. Liquid level float control switches shall be installed into the
field dosing tank, and shall be wired to the control panel so as to activate the alarm
feature of the control panel when liquid level in said tank rises to a liquid depth as
shown on the plans for high level, with the alarm feature of the control panel
activating an audible alarm buzzer at the control unit. In the event of a power outage
or a high water condition, an audible and visible alarm will sound.
(q) The Geoflow filtering and surface distribution system shall utilize a Geoflow AP4E
100 Vortex filter in the piping system between the second dosing tank and the
discharge piping system to the surface dosing fields. The filter shall be connected
with electrically driven filter valves and back flushing valves and related piping so
that the filter can be back flushed by the control panel and pump, with the back flush
liquid being returned to the septic tank inlet. The control panel shall automatically
flush each of the four surface dripper fields every 50 dosing cycles, with the flushed
liquid being returned to the septic tank inlet.
(r) The contractor shall smooth the disturbed land surfaces after installation of all
components of the wastewater treatment and disposal system have been completed,
and shall leave the surface neatly shaped to shed rainwater.
(s) Wire grips, duct seal, or other suitable material shall be used to seal around wire and
wire conduit openings inside tanks and control panel. Connections around all wire
and wire conduit openings inside tanks and control panel shall be vapor tight.
SITE PREPARATION REQUIREMENTS PAGE 4
I�

SITE PREPARATION REQUIREMENTS (Continued)
(t) All control and power wiring for the entire wastewater disposal system shall be in
compliance with all local, state, and federal regulations, codes and ordinances, and
shall be confined on the site generally to the area of the pump, control floats,
automatic valves, control panel, alarm panel, and related wiring systems. The
installation contractor shall be responsible for the costs of obtaining all power and
control wiring for this system and shall coordinate his work with the owner.
SITE PREPARATION REQUIREMENTS PAGE 5
N

DESIGN WORKSHEET
INITIAL WASTEWATER SYSTEM
DESIGN SPECIFICATIONS FOR ADVANTEX TREATMENT SYSTEM AND
SURFACE DRIP IRRIGATION WASTEWATER DISPOSAL SYSTEM FOR A
PROPOSED 3-BEDROOM RESIDENCE ON LOT 195, CATAWBA FALLS
SUBDIVISION, MCDOWELL COUNTY, NORTH CAROLINA — JORDAN LAKE
PRESERVE CORP., OWNER/DEVELOPER
DAILY WASTEFLOW: 360 gallons per day
SEPTIC TANK SIZE: 1,200 gallons
PUMPING TANK SIZES
Recirculating Treatment Tank: 1,000 gallons
Field Dosing Tank: 3,000 gallons
SIZE AND DESCRIPTION OF
TREATMENT SYSTEM: AdvanTex Treatment System, AX-20 Series, Mode IC -
UV -NC by Orenco Systems, Inc.
TOTAL FLOW THROUGH TREATMENT SYSTEM FROM
SEPTIC TANK: 360 gallons per day
EFFLUENT SOIL LOADING RATE
AT SUBSURFACE IRRIGATION FIELD: 0.033 gallons per day per square foot.
TOTAL ABSORPTION AREA: 10,900 ft 2
TOTAL LINEAR FEET AND
DIAMETER OF DRIPPER LINE
PER ZONE:
Zones 1: 920 feet of 1/2 inch Geoflow Wasteflow PC drip line.
Zones 2: 920 feet of 1/2 inch Geoflow Wasteflow PC drip line.
Zones 3: 920 feet of 1/2 inch Geoflow Wasteflow PC drip line.
Zones 4: 920 feet of 1/2 inch Geoflow Wasteflow PC drip line.
TOTAL LENGTH AND DIAMETER OF
PUMP DISCHARGE SUPPLY MANIFOLD
FROM FIELD DOSING
TANK TO DRIP DISPOSAL FIELD: Four 1-1/2 inch SCH 40 PVC effluent supply
lines totaling 353 feet.
TOTAL LENGTH AND DIAMETER OF
FIELD FLUSH RETURN MANIFOLD
FROM DRIP DISPOSAL FIELD TO SEPTIC TANK: One 1-1/2inch SCH 40 PVC
flush line totaling 236 feet.
DESIGN SPECIFICATIONS PAGE 1 of 2
Iq

DESIGN WORKSHEET (continued)
NUMBER OF DRIP DISPOSAL
ZONES IN WASTEWATER SYSTEM:
CONFIGURATION OF DRIP EMITTER LINES:
ZONE 1: Four drip emitter lines of varying lengths. See engineering plans for
lengths and orientation.
ZONE 2: Four drip emitter lines of varying lengths. See engineering plans for
lengths and orientation.
ZONE 3: Four drip emitter lines of varying lengths. See engineering plans for
lengths orientation.
ZONE 4: Four drip emitter lines of varying lengths. See engineering plans for
lengths and orientation.
DESIGN SPECIFICATIONS PAGE 2 of 2
zc

DESIGN WORKSHEET
1. House size = 3 bedroom = 360 gallons per day wasteflow.
2. Soil loading rate = 0.033 gallons per day per square foot as recommended by licensed
soil scientist Steven Price of Soil & Environmental Consultants, Inc.
Total dripper field required = 360 GPD divided by 0.033 GPD/SF = 10,900 ft 2
required — 10,900 ft.Z divided by 3' spacing = 3,634 linear feet of drip line required.
Recommend 4 separate zones: Zone 1 of 2,725 f .2 = 2,725 ft.2 divided by 3' wide
area per line = 909 linear feet of drip line required; Zone 2 of 2,725 ft.2 = 2,725 ft 2
divided by 3' wide area per line = 909 linear feet of drip line required; Zone 3 of
2,725 ft 2 = 2,725 ftZ divided by 3' wide area per line = 909 linear feet of drip line
required; Zone 4 of 2,725 ft z = 2,725 f .2 divided by 3' wide area per line = 909
linear feet of drip line required
4. Because of excessive slope the actual dripper line spacing is 4 feet on center - Divide
each field into separate lines along the contour as shown on sheet 3 of the engineering
plans.
5. Each of the 4 disposal fields will have drip emitters every 2 feet of dripper pipe run.
Therefore, zone 1 will have 460 emitters, zone 2 will have 460 emitters, zone 3 will
have 460 emitters, and zone 4 will have 460 emitters.
6. Septic tank size = 1,200 gallon capacity precast concrete
7. Recirculating treatment tank size = 1,000 gallon capacity precast concrete. Pump tank
size = 3,000 gallon capacity for dosing pretreated effluent from the treatment system
to the disposal fields.
8. Length of 1-1/2" diameter Schedule 40 PVC force main supply pipe = 115 linear feet
longest run from pump control panel to Zone #4
9. Length of 1-1/2" diameter Schedule 40 PVC field flushing pipe = 236 linear feet
longest run from Zone #4 to pump control panel.
10. Configuration of the drip irrigation disposal fields. Four separate surface drip disposal
zones required.
Zones 1 contains 4 runs of drip emitter pipe making a single pass through the area of
the drip disposal fields for a total of 920 linear feet of dripper pipe having 460 drip
emitters total per disposal field zone.
Zones 2 contains 4 runs of drip emitter pipe making a single pass through the area of
the drip disposal fields for a total of 920 linear feet of dripper pipe having 460 drip
emitters total per disposal field zone.
DESIGN WORKSHEET PAGE 1 of 4
211

DESIGN WORKSHEET (continued)
Zones 3 contains 4 runs of drip emitter pipe making a single pass through the area of
the drip disposal fields for a total of 920 linear feet of dripper pipe having 460 drip
emitters total per disposal field zone.
Zones 4 contains 4 runs of drip emitter pipe making a single pass through the area of
the drip disposal fields for a total of 920 linear feet of dripper pipe having 460 drip
emitters total per disposal field zone.
11. Dosing flow rate per surface disposal field zone
Zone 1 = 460 drip emitters per surface disposal field zone x 0.53 gallons per hour per
emitter = 243.8 gallons per hour = 4.06 gallons per minute. Each field will receive
(360 gpd)(460/1840) = 90 gpd. Pump run time for zone 1 = 90 gal./234.8 gph =
0.383 hours = 22. minutes, 59 seconds.
Zones 2 = 460 drip emitters per surface disposal field zone x 0.53 gallons per hour
per emitter = 243.8 gallons per hour = 4.06 gallons per minute. Each field will
receive (360 gpd)(460/1840) = 90 gpd. Pump run time for zone 1 = 90 gal./234.8 gph
= 0.383 hours = 22. minutes, 59 seconds.
Zone 3 = 460 drip emitters per surface disposal field zone x 0.53 gallons per hour per
emitter = 243.8 gallons per hour = 4.06 gallons per minute. Each field will receive
(360 gpd)(460/1840) = 90 gpd. Pump run time for zone 1 = 90 gal./234.8 gph =
0.383 hours = 22. minutes, 59 seconds.
Zone 4 = 460 drip emitters per surface disposal field zone x 0.53 gallons per hour per
emitter = 243.8 gallons per hour = 4.06 gallons per minute. Each field will receive
(360 gpd)(460/1840) = 90 gpd. Pump run time for zone 1 = 90 gal./234.8 gph =
0.383 hours = 22. minutes, 59 seconds.
12. Field flushing flow rate per subsurface disposal field zone
Zone 1, 2, 3, & 4: have 4 return connections x 1.9 gallons per minute per connection
= 7.6 gallons per minute required to flush.
13. Total FLOW required per subsurface disposal field
Zone 1: 4.06 gpm dosing flow rate + 7.6 gpm field flushing flow rate = 11.66 gpm,
say 12 gpm.
Zones 2: 4.06 gpm dosing flow rate + 7.6 gpm field flushing flow rate = 11.66 gpm,
say 12 gpm.
DESIGN W ORKSHEET PAGE 2 of 4
.2z

DESIGN WORKSHEET (continued)
Zones 3: 4.06 gpm dosing flow rate + 7.6 gpm field flushing flow rate = 11.66 gpm,
say 12 gpm.
Zones 4: 4.06 gpm dosing flow rate + 7.6 gpm field flushing flow rate = 11.66 gpm,
say 12 gpm.
14. Length of suction line from the field dosing tank to the headworks location = 20
linear feet of 1 1/4" diameter Schedule 40 PVC pipe (includes fittings).
15. Suction lift required from the pipe inlet within the pump tank to grade @ the pump
location = 9 feet.
16. Calculations of line losses for pump system design are as follows:
(a). Suction line friction loss through 20 LF (includes fittings) of 1 1/4" diameter pipe
at 12 gpm = (2.34 ft./100 ft.)(20 ft.) = 0.47 ft.
(b). Supply line friction loss through 115 LF (includes fittings) of 1-1/2" diameter
pipe at 12 gpm = (1.10 ft./100 ft.)(115 ft.) = 1.27 ft
(c). Return flush line friction loss through 236 LF (includes fittings) of 1-112"
diameter pipe at 12 gpm = (1.10 ft./100 ft.)(236 ft.) = 2.6 ft.
(d). Pump and filter unit friction loss at 12 gpm = 8.1 ft.
(f). Elevation head = 0 ft.
(g). Dripper line friction loss for 360' lateral = 18.48 ft.
(h). Static lift from pump to control unit = 9 ft.
(i). Pressure head required at drip field = 25 psi = 57.75 ft.
TOTAL OF ALL LOSSES AVOVE = 0..47 ft. suction line loses + 1.27 ft. for supply
pipe losses + 2.6 ft. return flush line losses + S.1 ft. pump & filter unit losses + 0 ft.
elevation losses + 18.48 ft. dripper line losses + 9 ft. static lift + 57.75 pressure head
= 97.67 ft. TOTAL losses @ 12.0 gpm flow rate.
Pump must deliver 12 gallons per minute at 97.67 ft. of head. Use Zoeller model
5030-0008 submersible pump.
DESIGN WORKSHEET PAGE 3 of 4
2?

DESIGN WORKSHEET
Catawba Falls Preserve, Lot #195, Catawba Falls Subdivision,
McDowell County, North Carolina
Elevation Data for Wastewater Disposal System Components
Based Upon Assumed NCDOT 2ft contour data.
Septic
Tank
Recirculating
Tank
Pump
Tank
Grade @ Unit
2790
2790
2790
Top of Lid
2786.5
2786.2
2786.5
Ceiling of Lid
2786
2785.77
2786.0
Invert "IN"
2785.33
2784.85
2785.33
Invert "OUT"
2785.16
2786.35
2785.33
Pump Intake
I
1
2780
Floor of unit
2782
2781.47
2779.5
Bottom of Unit
2781.5
2781.14
2779
Bottom of Excay.
2781
2780.65
2778.5
Pump Elevation Head @ Headworks Unit
Grade at highest dripper line
Grade at Drip Irrigation Controller
Length of 1 1/2" Suction Line at Field Dosing Tank
Length of 1 1/2" Dosing Force Main Supply Pipe
Length of 1 1/2" Field Flush Return Pipe
9.0'
2780'
2781'
20'
115' (longest)
236' (to controller)
46' (to septic tank)
282' (total)
DESIGN WORKSHEET PAGE 4 of 4
2.4

RECOMMENDED SCHEDULE FOR SYSTEM MAINTENANCE, OPERATIONS,
AND MONITORING OF SEPTIC TANK, DOSING TANKS, ADVANTEX
TREATMENT SYSTEM, AND SURFACE DRIP IRRIGATION DISPOSAL
1. The septic tank should be checked periodically for sludge accumulation and should be
pumped out as needed with the sludge being disposed of properly. Check yearly if
garbage grinder is included within the wastewater system (not recommended) or
check every two years for systems without garbage grinders.
2. The drip irrigation disposal fields should be protected from stormwater accumulation
and from excessive sprinkling of the lawn where absorption lines are located. Pipe
downspout stormwater away from the area of the absorption fields.
3. The development of conservative water use habits by all members of the household
will greatly enhance the life of this system.
4. Leaking plumbing fixtures should be corrected as soon as possible, or could result in
premature failure of the wastewater disposal system.
5. Maintenance of the AdvanTex treatment system should follow the manufacturer's
recommendations.
6. The UV disinfector unit maintenance should follow the manufacturer's directions.
7. Pump maintenance should follow the manufacturer's recommendations.
8. Regularly inspect (recommend weekly inspections) all mechanical/electrical
components of the wastewater treatment system, such as all float switches, pumps,
alarm panels, control panel, etc., to assure that components are working suitably.
Replace all worn or defective materials as needed.
9. Inspect the contents of both of the dosing tanks on a weekly basis to determine if
excess liquid is accumulating in the tanks.
10. The effluent filter at the outlet of the septic tank shall be checked and cleaned as
needed during all routine inspections, and at least twice yearly.
11. All rutted or eroded areas that may occur within the area over the drip irrigation
disposal area shall be carefully filled with suitable loamy soil material.
12. When properly maintained and utilized, the AdvanTex treatment system should meet
the following effluent characteristics:
CBODS: 15mg/L
TSS: 15 mg/L
Fecal Coliforms 200cfu/100m1
Total Nitrogen: 50% Reduction
Should the effluent fail to meet these standards, contact the system operator
immediately.
PREPARED BY: Matt Burdette
REVIEWED BY: K. Roberts, P.E.
z

DESIGN WORKSHEET (continued)
GRAVITY SEWER AND FORCEMAIN TESTING SPECIFICATIONS
Deflection Testing
The deflection test shall consist of measuring the pipe for vertical ring deflection.
Maximum ring deflection of the pipeline under load shall be limited to 5 percent of the
internal pipe diameter. All pipe exceeding this deflection shall be considered to have
reached the limit of its serviceability and shall be relaid or replace by the contractor at the
contractor's sole expense.
The deflection testing shall be accomplished by pulling a mandrel, sphere, pin -type
"go/no go" device through the pipeline. The diameter of the mandrel, sphere, or "go\no
go" device shall be 95 percent of the undeflected inside diameter of the flexible pipe.
Pressure and Leak Testing
General
1. Prior to testing any segment of the force main, care shall be taken to prevent the
pipe from moving while under pressure.
2. Temporary taps and air releases shall be pennissible to facilitate testing.
3. Water used for testing force main installations shall either be disposed in a nearby
sanitary sewer, as authorized by the local sewer authority, or in another location
in accordance with State and Federal laws and regulations.
4. All testing shall be performed in the presence of the applicant, P.E., or other
authorized representative.
5. The results of all testing shall be maintained by the applicant as part of the
construction record documentaion.
Pressure Testing
1. A hydrostatic pressure test shall be performed on each segment of installed force
main.
2. The test shall be performed after the force main has been backfilled and at least
seven days following the pouring of the last thrust block
3. The following procedures shall be followed in performing hydrostatic pressure
tests on force mains:
a. The force main segment shall be carefully filled with water at a velocity of
approximately one foot per second. Water may be introduced ftom either
the pump station or a temporary connection made in the force main.
Appropriate measures necessary to eliminate all air from the force main
shall be taken during this process. Once full of water, the force main
segment shall be pressurized and allowed to stabilize at a pressure of 5
pounds per square inch.
b. This pressure shall be maintained for at least one minute per 100 feet of
force main.
c. If the stated pressured cannot be maintained, the contractor is responsible
for assuring that the cause of the failure is detenuined, all necessary
2

DESIGN WORKSHEET (continued)
repairs are made, and repeating the hydrostatic pressure test until the force
main segment passes.
Leakage Testing
1. A leakage test shall be performed on each segment of installed force main at the
hydrostatic pressure test described above.
2. Leakage shall be defined as the quantity of water required to maintain a pressure
within five pounds per square inch of the specified test pressure after the pipe has
been filled with water and all air expelled.
3. Leakage shall be measured with a calibrated test meter and shall not exceed the
amount given by the following formula:
_ ND,r
L 7,400
where: L = allowable leakage (gallons per hour)
N= number of joints in length of pipe segment tested
D = Nominal diameter of pipe segment tested (inches)
P = Test Pressure (pounds per square inch)
All visible leaks shall be repaired regardless of the amount of leakage. If leakage exceeds
this rate, the contractor is responsible for assuring that the cause of test failure is
determined, all necessary repairs are made, and repeating the test until the force main
segment passes.

Environmental
236 LePhilUP Court, Suite C
Concord, North Carolina 28025
www,SandEC.com
Consultants, PA
Phone: [phone] • Fax: [phone]
October 20, 2006
Project # 8190
Catawba Falls Preserve
Attn: Ron Dziuk
201 Black Mountain Avenue
Black Mountain, NC 28711
Fax: [phone]
Re: Revised Soils Report for proposed Residential Surface Drip Irrigation Septic System
Soil & Environmental Consultants, PA. (S&EC) has performed a soil/ste evaluation on
Lot 195 in Catawba Falls Preserve in McDowell County, NC. This was -performed at your
request as part of a preliminary planning process in order to determine areas of soil, which
have potential for a wastewater disposal system. This lot does not contain enough suitable
soils to support a 3-bedroom subsurface septic system. Therefore, a surface drip system, is
being proposed. S&EC has determined the location and characteristics of asite that is
potentially usable for a surface drip irrigation wastewater system. This report details
S&EC findings and provides the necessary soWsite information needed for a drip irrigation
system to be designed by a professional engineer.
The potentially usable soil areas were flagged on the ground using
a 1 orange
&EC log
flagging and are shown on the accompanying AutoCAD map (M p ). proposed drip
field on the map does not meet all state of North Carolina buffer requirements. This is due
to the property lines not being marked between the lots. The map also shows the
approximate locations where measurements of saturated hydraulic conductivity (Ksat)
were performed.
An USDA Natural Resource Conservation Service soil survey for McDowell County was
available for use in utilizing recorded maps and data for the soil at this site. The upland
soils on the site are most like the Cowee soil series. A profile description is attached.
The site consists of upland sideslopes. Shallow depth to rock and steep slopes in the
examined areas can be an unsuitable condition for subsurface disposal of wastewater.
However, these limitations still allow the opportunity for surface drip application of
treated wastewater on this site.
The soil conditions in the proposed drip area are described in the accompanying soil
profile description. No indications of seasonal wetness were found in the borings. The
site is forested land with slopes that range up to approximately 709/6. Based on the
dominant soil series (Cowee), the attached water balance shows that the site can
hydraulically assimilate 19.58 inches of irrigation water per year. This is approximately
Raleigh Office:
Greensboro Office: 11010 Raven Ridge Road
3817-E Lawndale Drive Raleigh, NC 27614
Greensboro, NC 27455 Phone: [phone],2
Phone: [phone] Fax: [phone]
m_. rzue) Sdn-R235

equivalent to 0.38 inches per week. A three -bedroom house (360 gallons per day design
flow) would require a minimum of 10,900 square feet of wetted area for drip irrigation
application. The maximum instantaneous application rate should not exceed 0.15 inches
per hour.
Soils within the proposed drip area were also analyzed for current fertility conditions.
Since the proposed drip area consisted of hardwood forest with comparable landscape
position, past management and growing conditions are considered to be similar. Based
on these similarities and the uniformity of the soils that were encountered on the site, one
composite sample was used to infer soil fertility status. The standard soil fertility analysis
was completed by A&L Eastern Laboratories, Inc on October 3, 2006. Soil sample
results and fertility recommendations are included in "Soil Analysis Report" provided by
A&L (see attached).
Site disturbance should be absolutely minimized on the area to be used for surface drip
application of wastewater. If the existing vegetation is to be removed, then special care
(i.e. trees removed by hand) should be utilized in this removal process. Site disturbance
could create unsuitable conditions for a drip system.. A permanent vegetative cover
should be immediately established and maintained over the entire application field after
installation.
Calculations
Maximum Instantaneous Application Rate (in/hr)
Utilizing the attached Table 1 for typical ranges of soil infiltration rates the Cowee
soil falls into the very fine sandy loam class in the 9+% slope range. This
infiltration rate is 0.15 to 0.3 in/hr. The recommended rate is 0.15 in/hr.
2. Water Balance
A water balance was developed for the proposed irrigation field by
balancing water losses and gains:
Evapotranspiration + Natural runoff + Drainage = Precipitation + Irrigation
A. Potential Evapotranspiration (PET)
PET data were obtained from the North Carolina University
Experiment Station Bulletin 396, "Weather and Climate in North
Carolina". Data for the Piedmont region was used.
B. Drainage (DR)
The drainage term was calculated by the procedure described in
.2-1

US EPA 625/1-77-008, "Process Design Manual for Land
Treatment of Municipal Wastewater". The percolation or drainage rate
was calculated as 1% of the measured Ksat of the most restrictive horizon
in the soil. Three Ksat measurements were made on site. Each
measurement was made in the Bt horizon of the soil. The recommended
Ksat value used by S&EC is 0.06 in/hr. Although the slowest Ksat value
measured on site (2.0 in/hr) is higher than this recommended value, S&EC
feels that 0.06 in/hr better represents the suitable drip area as a whole.
1.0% of 0.06 in/hr is 0.06 in/hr or 0.144 in/day. Input for this figure is
based on 31, 30, and 28 day months.
C. Natural Runoff (NR)
Since the system is designed to operate with no runoff, the rate of natural
runoff was not used in the water balance calculation.
D. Precipitation (PPT)
Precipitation data were obtained from the McDowell County Soil Survey.
This data was gathered from 1951-1981 at Marion, North Carolina. The
total rainfall from the 2 years in 10 column listed in the soil survey was
utilized which was 65.68 inches. The monthly totals were taken as a
percentage of this total rainfall. The yearly total was utilized to determine
average application rates.
The water balance application rates are assumed to be maximum rates in a 2 year in 10
rainfall year with normal distribution. Actual application rates will depend on actual
precipitation during a given year.
Specifications:
Assumed Design flow - 360 gal/day 0 38 in/week)
Allowable Irrigation Rate - 0.033 gal/ft lday
Total minimum area needed for sprayfield—10,goo fl (wetted area)
Maximum Instantaneous Application Rate- 0.15 in/hr
The area required is the minimum wetted area needed for treated wastewater application.
The usable soil area indicated on the attached maps was flagged (numbered 1 —18) by
S&EC, and estimated to be in excess of 70,000 ft . The delineated area and property lines
should be surveyed to make sure all setback requirements are met. The area flagged by
S&EC is more than enough area for the septic system, but does encroach
arean the shanais
requirements since the property lines were not marked. By flagging out more
needed it gives you and your engineer more options on system placement.
3�

This report discusses the general location of potentially r inipl an s Goron-site surface as
wastewater disposal and, of course, does not constitute&EC is a professional consulting firm that
needed by the client from the Sate. S
specializes in the delineation of soil areas for wastewater disposal. As a professional
consulting firm, S&EC is hired for its Professional roverned by local ands ate ageninion in these matters- The cies) are
governing wastewater treatment (interpreted
evolving constantly, and in many cases, affected by the opinions of individuals employe
by these governing agencies. Because of this, S&EC cannot guarantee that areas
delineated and/or systems designed will be permitted by the governing agencies. As
always, S&EC recommends that anyone making financial commitments on a tract be fully
aware of individual permit requirements on that tract prior to final action.
An individual septic system permit will be required for this lot prior to obtaining a
uToS will involve a detailed evaluation by the county or state to
building permit
determine, among other things, system size and layout, drive/parking and building
location. Only after developing this information can a final determination be made
concerning specifics of system design and site utilization.
s matter
Soil &Environmental Consultants, is
needseased tyouemay have in the of service in tfuture. Please
look look forward to assisting in any
feel free to call with any questions or comments. If requested meet on site, S&EC
ed ses.
should be given at least a five-day notice for scheduling p rp
Sincerely,
Steven M. Price
Licensed Soil Scientist #1153
31

Lot 195 Descriptions
III
16 M !�� 173 Loam
0-2. Clay �Ioam
Bt 14-10 5YFR4/8
16-30
rock
Subangular
32-

Unsaturated Zone Saturated Hydraulic
Conductivity Data
Lot 195
Horizon
Depth (in)
cm/hr
ft/dav
E> s • ft
site 1
Bt
Bt
8-15
8-15
9.23
5.52
7.27
4.35
54.37
32.52
site 2
Bt
Bt
5-13
5-13
5.36
5.16
4.22
4.06
31.57
30.39
Avers a Ksat values for:
Bt horizon
I
37.20 gpd/sq ft
3

Table 1
Basic Infiltration Rate (inlhr)*
Slope
-
------------------
0-3%
-----------------
3-9%
9+%
Texture
-------------
-
-------------------------- -- ----------
- ---
1.0+
0.7+
0.5+
sands
0.7-1.5
0.5-1.0
0.4-0.7
loamy sands
sandy loams and fine sandy loams
0.5-1.0
0.4-0.7
0.3-0.5
fine sandy loam and silt loam
0.3-0.7
0.2-0.5
0.15-0.3
very
sandy clay loam and silty clay loam
0.2-0.4
0.15-0.25
0.1-0.15
clay and silty clay
-------0.2----------
0.1-0.2
0.1-0.15
0.1
-------------------
< 0.1
----•
Source: Sprinkler Irrigation Association, Syri� a&_lion (1969)
* For good vegetative cover, these rates may be 25-50% greater. For poor surface
conditions, rates may be as much as 50% less.

MT
PET
DR
NR
JAN
0.9
4.46
0.00
FEB
1.4
4.03
0.00
MAR
2.2
4.46
0.00
APR
3.3
4.32
0.00
MAY
4.3
4.46
0.00
JUN
4.8
4.32
0.00
JUL
4.7
4.46
0.00
AUG
4
4.46
0.00
SEP
3.3
4.32
0.00
OCT
1.9
4.46
0.00
NOV
1.2
4.32
0.00
DEC
0.7
4.46
0.00
TOT
ENTER
% FOR
NR>
32.7 52.56 0.00
Table 2
Water Balance
ALLOWABLE
TOTAL LOSS
PPT
IRRIGATION
5.36
4.73
0.63
5.43
5.39
0.04
6.66
6.7
-0.04
7.62
5.32
2.30
8.76
5.45
3.31
9.12
6.11
3.01
9.16
5.32
3.84
8.46
6.17
2.29
7.62
5.25
2.37
6.36
5.52
0.84
5.52
4.79
0.73
5.16
4.93
0.23
19.58 inches /year
85.26
65.68 0.033 gaVsq ft/day
dr rate
in/lu
0. 006
3

17083
6.138 SQ.FT.
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37

Report Number.
R05276-0001
Account Number:
46429
A&L EASTERN LABORATORIES, INC.
762� No. (804) 27 a-6446 Email: io)r401
e@al-labs-east n oom
To: S&EC
236 LEPHILLIP CT
SUITE C
CONCORD, NC 28025
Attn. ERIC BAILEY
Date Received: i0/0212006
Date Reported: 10/04/2005
CATAWBA 19 IFescue
CATAWBA19 Fescue
For. REF.8190.S3-CATAWBA Copy To: WENDELL OVERBY
SOIL FERTILITY RECOMMENDATIONS
tons 1.3 110 30D I 45I. 0 10.0
44 tons 0.8 50110 I30 0.0
Sam les CATAWBA 194 CATAWBA 119E This soil is very sandy and subject to heavy leaching loss of nutrients specially nitrogen, boron
ize — m e sure only apply nutrient when plants are growing and split into 2 or 3 applications during the
and even posstum. o minim
growing season. I dolomitic c �me to raise pH and improve the magnesium level.
Sam Dies CATAWBA 194 CATAWBA 198 Apply required magnesium with magnesium oxide. Epsom Salts,
Sam les A A A If dolomitic lime is not used, apply 9
a orApply I addiGanal 50 pounds of nitrogen after every cutting.
Sam files CATA 194 CATAWBA 195;: y
Sam A B 94 A A S The recommended amount of potash is the total amount per acre needed to achieve the yield
goa . 0 prevent sa t injury, sing a app tcation for K20 should not be over 200 Ibs per acre, split the total amount of K20 into 2 or 3
applications.
Sam Jes CATAWBA 194 CATAWBA 195c Manganese level is low at soil, however, grass or legume need only small amounts o
manganese to grow well a,,....in s ow deficient in manganese. If the plant is used for animal feed, manganese supplement may be
added to prevent nutrient imbalance.
A&I-Fostem t.abaratorlas, Inc.
an bulNoGUARANTEEor `MRWye_rasa,tvtmpBsd,mimemingcroppadormatooismade!
,The recommendations ate based on research data and ezperi x be made lye
ourrepcdsandMeaaualatheesWslveaodcon6denlialueeofomdieNs.m3ma�Y moncomenIs utoFAaNhq updorxrdtmautlrod b�acel.aP'/+9h119n. PaulChu, Ph.D.
w%Kft resurA or the company in enyadmtem9, naam rela�e.aoMpub�c

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Report Number:
9 R06276-OD01
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A&L EASTERN LABORATORIES, INC.
7621 vMtepirte Road - Richmond, Virginia 23237 - [phone]
Fax No. (804) 2-71-6446 • Email: [e-mail]
m
Send To: S&EC
236 LEPHILLIP CT
SUITE C
CONCORD, NC 26025
Grower: REF:8190.S3-CATAW3A
Farm I D: Field I D:
SOIL ANALYSIS REPORT
Submitted By: WENDELL OVERBY
Analytical WhDdls):
enehlich M
,�'• EVlanafianatsynnbOte',%lpW)aW'PwufNrW----,•.__..--.. _ W .._
values onINS MpmUapmseatsry,PSanlsvaUableMmentshUWSOIL �tmN4mh2lPwcanUmsM,me9ilWg(m7fie4uHalmlPulDD9iams). c.1-
RalinDeUareach value. VL(Very Low),Ll M,FA(MedUfa),HHAIVH(Ve Ah" Convenlaos:ppmz2=@stA,SolubleSells mslom%64Deppm. Paul Chu, PhD.
an _ gtmaW lf&Wn Raleme. CEC.- Cdon RchaW CeP2*
ad a

Dec 04 06 12:07p CRTRWBR FFlLLS (8281664-1273 '-
RUTHERFORD-POLK MaDOWELL
ars..an DISTRICT HEALTH DEPARTMENT
aatnwtom
te. December 4,2006
Catawba Falls, LLC
201 Black Mountain Avenue
Black Mnuntain, NC 28711
Re: Application for Improvement Permit 0050042 for lot #195 in CataHba Falls Preserve.
Hear Catawba Falls, TLC-.
The McDowell County Health Department, Euviroomental Health Division on December
2, 2QQ6 evahrnted the above -referenced. property at the site designated on the plWsite plan that
accompanied your improvement permit application. According to your application the site is to
serve a 3 BIR Hama with a design wastewater Row of 360 &tons per day_ The evalw iom was
done in accordance with the laws and niks governing wastewater systems in North Carolina
General Statute 130A-333 including related statutes and Title 15A, Sabcbspter I&A, of the North= -
Carol'naa Administrative Codc,Ru)1e.1900 amid related ides,
Based on the criteria set out in Title 15A, Subchapter ISA, of the North Carolina
Administrative Code, Rules .1949 ftQu91x.19% t11e Gvi!luativn indicated that the site is
UNSLOTABLE for a ground absorption sewage system. Therefore+ your request for an
improvementpermit is DENIED. The site is unsuitable based on the following:
_ L Unsuitable soil topography and/or loadseape position (Rifle .1940)
Unsuitable soil characteristics (structure or clay mineralogy) (Rule .1941)
Unsuitable soil wchams condition (R1111e .1942)
X Unsuitable soil depth (Rule .1943)
Presence of restrictive horizon (Rule .1944)
Insufficient space for septic system and tepair area (Rule .1945)
Unsuitable for meeting required setbacks (Rule .1950)
Other (Rule .1946)
p.2
These severe soil or site luatitatiew could cause PrematUm system failure, leading to the
disebargo of untreated sewage on the ground surface, into surface waters, directly to ground water
or inside your structure -
Tile site evaluation included consideration ofpossible site modi8catiom% and modified,
movative or alternative systems. However, the Health Department has determined that
pone of the above options will overcome the severeconditions on this site.
A possible option might
WA system designed to dispose of sewage to another area of suitable soil
or off -site to additional
PTOPelly<
RWhadotd Carty Health oepatunent Polk l:aadr Health oepatunent
mclonwou cow" Health n"itinartt
40�SpaWdinHe9 Pond
221 CulahlrWm%Rod tat wplku 80401
Spindala, NC 28160 Colmnbue, NO 28722
Marlon. 20752
amass-mll Heats Dept
a2 m-610"Gallh Dept Cl11-054-9271-Health Dept
828207.6t01-Adminatra0on 020-M-6878-HD FAX
826452-9376-HD FAX
828.659-6901.11omaNaallb
828-26T605040 FAX 92&9945e95un.nn Heaf
E28.2874802841qome Health 829.89M-2035-HH HAX
E28.859.0401-HH FAX
828-SM-2010-EH FAX
828-287.6479-HH FAX
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ti

AdvanTex -AX20 Filter
Applications
Orenco ,s AdvanTex® Treatment System* is an innovative technology
for onsite treatment of residential wastewater. The heart of the
System is the AdvanTex® Filter, a sturdy, watertight fiberglass basin
filled with an engineered textile material. This lightweight, highly
absorbent textile material treats a tremendous amount of waste-
water in a small space. The AdvanTex® Treatment System is ideal for:
• Small sites
• System upgrades and repairs
• New construction
• Poor soils
• Nitrogen reduction
• Price -sensitive markets
• Pretreatment
"AdvanTex® Design Criteria," NOA-ATX-2.
For sizing, see
The heart of the AdvanTex® Treatment System is this sturdy, water-
tight fiberglass basin filled with an engineered textile material.
*Covered by U.S, patent numbers 9'980,748; 5,531,894; 5,460,561;
5,360,55E 5,492,635; and 4,439,323. Additional patents pending.
c
Orenco Systems,
Incorporated
AdvanTex Treatment System AXN
Models meet the requirements of
Changing dK rnny rLe
1WrldDart Wurnvnur°
ANSI-NSFSmndard 48
�yW W.OM1rto.Go111
far class 1 systems.
Features/Unique Specifications
To specify this product, reauire the a tollowim:
• Wastewater treatment to better than "Secondary" Treatment
Standards
• Consistent treatment, even during peak flows
• Timer operation for flow monitoring, flow modulation, and
surge control
• Fixed film textile media (a polyester plastid, operated in an
unsaturated condition
• Consistent media quality.
• Low maintenance beyond annual servicing
• Low energy consumption (under $1.25-2.50/month power cost
at national average electric rate of $.08 kWh)
• Complete pre -manufactured package, ready -to -install
• Watertight construction, corrosion -proof materials, tamper-
proof lid baits
• Anti -flotation flanges
• Quiet operation
Standard Models
AX20, AX20N
(AX20 units carrying the NSF logomark are labeled AX20N, per
NSF protocol.)
physical Specifications
-See AdvanTex' Treatment System drawings for exact dimensions
`{S
ATD-ATX-AX-2
Bay.1.3, 8102
© Owen Systems•, Inc.

I
Applications
VeriComm® AXA1 and AXA2 remote telemetry control panels are
used with simplex pumping operations —timed recirculation,
with gravity discharge —for AdvanTex® Treatment Systems.
Coupled with the VeriComm web -based Monitoring System,
these affordable control panels give water/wastewater system
operators and maintenance organizations the ability to monitor
and control each individual system's operation remotely, with
real-time efficiency, while remaining invisible to the homeowner.
VeriComm AXA panels allow remote operators to change system
parameters, including timer settings, from the web interface.
Typical AXA_ VeriComm Control Panel
Standard Models:
VCOM AXAi, VCOM AXA2
To Specify...
To specify this panel for your installation, require the following:
Basic Control Logic: Two Operating Modes
• A"Normal Mode" that manages day-to-day functions.
• A "Test Mode" that suspends data collection and alarm
reporting during installation and service.
Data Collection and Utilization
• Data logs of system conditions and events, such as pump run
time, pump cycles, and alarm conditions.
Troubleshooting and Diagnostic Logic
• Troubleshooting capabilities that can report suspected failed
components, which then trigger Alarms.
Communication and Alarm Management
• Remote telemetry capabilities coupled with a web -based moni-
toring application (see VeriComm Monitoring System, ATD-
WEB-VCOM-1) for communication and alarm management
Updating of pointvalues (including timer settings) and receipt of
queued changes during each communication session with host
Communication sessions that occur monthly, at a minimum, and
more frequently during alarm conditions.
• Multiple methods of communication, as follows:
Call -In to VeriComm' Host
— Automatic notification to host of ".Alarms," which signal
fault conditions that need to be addressed immediately
(e.g., pump failure).
— Automatic notification to host of "Alerts," which signal
less critical fault conditions and which trigger the panel's
troubleshooting logic and alternative operating mode
(e.g., stuck float switch).
— Automatic notification to host of "Updates," which include
alarm updates or all -clear notifications following
Alarms/Alerts, as well as normally scheduled monthly
panel reports.
— Manual, forced communication from panel to host to effect
an updating of point values and receipt of queued changes.
Advanced Control Logic
• Advanced control logic that activates during float malfunctions to
diagnose the situation and keep the system operating normally
until servicing.
Real -Time Direct Connection to Panel
— Manual, direct connection at the site via RS-232 serial port, to
allow a local operator real-time access to detailed logged
data and the ability to change point values from a laptop.
— Manual, forced communication by local operator/homeowner
at the site to initiate an auto -answer mode, allowing a remote
operator real-time access to detailed logged data and the
ability to change point values.
During real-time, manual connections, software with open
architecture (and password security) is used; no proprietary
software is required. VT100 protocol allows access and control
from any computer modem (Mac or PC) with a simple communi-
cation program (e.g., Windows' HyperTerminal); multilevel
password protection in panel ensures that only qualified
personnel can access the panel's data.
Additional Features
• Status light indicators on the board,
including ...
—Flashing green LED for normal operation
ce
—Yellow LEDs for status of digital inputs
Orenco systeme
— Red LEDs for status of digital outputs and
Incorporated
modem activity
rho"&Zk,My6,
M,raDv. w .r
• UL-recognized and FCC -approved
For more information, try our online demo at
v v vv.OROCO.Cem
ATD-CPNCOM-G Lib
www.vericomm.net(no password required).
Rev.2.1 ©11/a2
Page 1 of 2

VeriComm® AXA_ Control Panels
1. Motor -Start Contactor
2. VeriComm Remote Telemetry Board
3. Toggle Switch
4. Control Circuit Breaker
5. Pump Circuit Breaker
6. Fuse
7. Transformer
8. Audio Alarm
9. Visual Alarm
10. Panel Enclosure
Standard Components
Feature
1. Motor -Start Contactor
T VeriComm° Remote Telemetry Unit*
3. Toggle'
4. Control
5. Pump
6. Fuse
7. Transf
8. Audio
9. Visual
10. Panel
[Breaker
Breaker
w
specmcauun°
120 VAC:14 FLA, 3/4 hp, 60 Hz; 2.5 million cycles at FLA 0 million 5 o 0
240 VAC:14 FLA, 2 h , 50 Hz; 2.5 million c cles at FLA 110 million at 50% of FLAT•
ATRTU-100: 36/18 VAC (center tap transformer), 8 digital LED input and outputinputs, 4 analog tmdica9ors,
outputs, 0 analog ouputs, on -board modem (2400 baud), P
1-year hatter backup of data and program settings.
Single- ole switch, automatic On, with spring•ldouble momentary, manual On. 20 amps,
10 amps, OFFION switch. Single -pole 120 VAC, double -pole 240 VAC. DIN rail mounting
with thermal magnetic tri ping characteristics.
20 amps, OFF/ON switch. Single -pole 120 VAC, double -pole 240 VAC. DIN rail mounting
250 VAC,
80 dB at
Measures 13.51" hi
resistant fiberglass
120 VA
240 VAC, 2 hp,14 a
"Push -to -silence:" NEP
x 11.29" wide
nges and and latch
,.... cinnla-nhase.60 HZ.
1 Watt bulb,120 VAC.
EMA 4X rated. Constructed of
steel. Conduit couplings provii
1
2
3
4
5
See VeriComRemote Telemetry Unit (ATD-VCDM-Il and VeriComm Monitoring System (ATD-WEB-1)-1 Rev. ©11102
nro cn
m CP 9e 2 or zz
for details.

Overview
AdvanTex° Treatment Systems
Orenco's AdvanTex® Treatment Systems are an innovative technology for sit httreatment
of wastewater. The heart of the System is the AdvanTexfrlter, a sturdy, 1 fl absorbent
glass basin filled with an engineered textile material. This lightweight, hig y
textile material treats a tremendous amount of wastewater in a stextile has a very large surface area mall space. That's because
for biological breakdown of wsteater components —
about five times greater than that ofan equivalent volume of andayet the AdvanTex fil-
ter has a very small footprint.
e ems'
ewa,paaled
1.800.348-9843
System Performance testing, and selling a variety of textile
Orenco Systems® has been researching, designing, g,
filters for about seven years. Approximately 2,000 textile filters have been installed
throughout the United States and Canada, on sites ranging from federal demonstration proj-
ects to university testing facilities, single-family homes, commercial properties, and com-
munity systems.
treatment technologies, the AdvanTex Treatment System provides
Unlike other wastewater
consistent- reliable wastewater treatment, even during "peals flow" conditions. The
AdvanTex Treatment System includes a processing tank and a control panel with a pro-
grammable dosing timer. So it discharges small amounts of treated wastewater, regularly,
throughout the day.
AdvanTex treats residential -strength waste to better than "secondary" standards. Effluent
can be used for drip or subsurface irrigation, or discharged to shallow, inconspicuous
fine-grained polishing filters for coliforrn removal
trenches. It can also be discharged to
and water reuse.
Third -Party Performance Verification o ANSI and
AdvanTex Treatment Systems have undergone lengthy performance Report, Aprformance tessting ting t) of treatment
ANSI/NSF standards. This third party testing (NSF
for CBOD5 and 6
performance recorded a maximum 30-day an mean of mg/L evaluation,of tlic d
mg/L for suspended solidss. ovand er the six-month curse average effluent suspended sol s wasaverage efflu-
ent mg/L
ent CBODS was 5 mg�L,
System Benefits
ired for the AdvanTex Treatment System than is
Significantly smaller land area is requ
avel filters. That's because textile has demonstrated the capacity to
required for sand and gr
e typically
support microbial populations that can treat filtered processing tank effluent at greater
hydraulic loading rates. In fact, loading rates for AdvanTex Treatment Systems ari lacally
5-20 times higher than for sand filters. In addition, reductions in drainfreld.size are often
permitted with AdvanTex Treatment Much simplifiesreover, textile is installation and lightweight,
making it
ideal for prepackaging and shipping,
Applications
The AdvanTex Treatment System is ideal for...
• New construction
• System upgrades and repairs • pretreatment of moderately high -strength waste
• Wherever typical secondary treatment standards suffice
NOA-Aria l
Rev. 1.0. © 6f02
Page 1 of 3

AdvanTex° AX Filters Overview, coat.
System Operation and Maintenance
AdvanTex is easy to service, easy to clean, and generates virtually no troublesome activated sludge.
Like most advanced technologies, the AdvanTex Treatment System requires regular maintenance. As a
condition of warranty, property owners must purchase a service contract from a certified thud party
provider.
The AdvanTex Treatment System includes a VeriComm® telemetry control panel with a web -based
monitoring system, supervised by the System's service provider. Alarm notifications are automatically
sent to the service provider's e-mail capable device. Messages are resent until the condition has been
cleared. As a back-up, the VeriComm control panel also has an audible alarm. And the System is sized
to allow for a minimum of 24 hours of wastewater storage (at average daily flows). That means an
operator can provide service to the system during normal working hours, regardless of when an alarm
occurs.
The AdvanTex System's pumps typically run 30-60 minutes per day, so AdvanTex uses very little
power ... an average of $1.25-2.50 per month (based on the national average of eight cents per kilo-
watt hour). Compare that to power costs of up to $20-$60 per month for many "activated sludge" aero-
bic treatment units.
Treatment Methodology
The AdvanTex Treatment System works just like a recirculating sand filter: a reliable, proven technolo-
gy that Orenco's engineers have helped to perfect over the past 20 years. While the treatment process is
similar, the proprietary treatment module is more efficient.
In an AdvanTex Treatment System, wastewater percolates through the textile media, whose complex
fiber structure provides tremendous water -holding capacity and offers an extremely large surface area
for biomass attachment. A visible biological film normally develops on the filter medium within a few
days. BODS and TSS reductions occur almost immediately.
NUA-ATX-7
Rev. 7.0, © 0102
Pogo 2 of 3

AdvanTex® AMIters Overview, cont
Side
Pending
Pending
w of a
NDA-AT%-7 S(7
eov.7.0, ©0/02
Pago 3 of 3

0 NSF International
EXECUTIVE SUMMARY
Testing of the Orenco Systems Advantex AX20N, rated at 500 gpd, was conducted under the
provisions of ANSI/NSF Standard 40 for Residential Wastewater Treatment Systems (July 2000
revision). ANSI/NSF Standard 40 was developed by the NSF Joint Committee on Wastewater
Technology.
The performance evaluation was conducted at the Mamquam Wastewater Technology Test
Facility located in Squamish, British Columbia, using wastewater diverted from the Mamquam
municipal wastewater treatment plant, which serves a predominantly residential neighborhood.
The Mamquam Wastewater Technology Test Facility is a Standard 40 subcontractor for NSF.
The evaluation consisted of six days of dosing prior to the start of sampling, followed by sixteen
weeks of dosing at design flow, seven weeks of stress test and three weeks of dosing at design
flow. Sampling started in the spring and continued into the fall, covering a range of operating
temperatures. Over the course of the evaluation, the average effluent CBODS was 5 mg/L,
ranging between <2 and 25 mg/L, and the average effluent suspended solids was 4 mg/L,
ranging between <2 mg/L and 42 mg/L. The Advantex AX20N produced an effluent that
successfully met the performance requirements established by ANSVNSF Standard 40 for Class
I effluent:
The maximum 7-day arithmetic mean was 14 mg/L for CBODS and 11 mg/L for
suspended solids, both below the allowed maximums of 40 and 45 mglL
respectively. The maximum 30-day arithmetic mean was 8 mg/L for CBOD5
and 6 mg/L for suspended solids, both below the allowed maximums of 25 and
30 mg/L respectively. The effluent pH during the entire evaluation ranged
between, 6.0 and 7.2, within the required range of 6.0 to 9.0. The plant met the
requirements for noise levels (less than 60 dbA at a distance of 20 feet) and
color, threshold odor, oily film and foam.
SUMMARY OF ANALYTICAL RESULTS
CBOD5 (mg/L)
Influent 162
Effluent 5
Suspended Solids (mg/L)
Influent 291
Effluent 4
Turbidity (NTU)
Effluent 3.8
pH
Influent
Effluent
Temperature ( C)
Influent 16
Effluent 17
le
100
40
550
130
100-180
4
<2
25
3
2-6
267
34
1600
200
130-340
5
<2
42
3
2-4
1.1
2.0
7.8
3.6
3.0-4.4
-
6.5
7.6
7.0
6.8-7.1
-
6.0
7.2
6.4
6.3-6.6
2
13
20
17
15-18
3
11
22
18
15-19
789 N. Dixboro Road, Ann Arbor, Michigan 48105-9723 USA
1-800-NSF-MARK 734-769-8010
www.ncorg
5)

AdvanTex° Design Criteria
For Residential Applications*
ca
Orono Systems
Incorporated
1-800-340-9843
System Description and Treatment Process
The AdvanTex Treatment System is a multiple -pass, packed bed aerobic wastewater treatment system
specifically designed and engineered for long-term processing of residential strength wastewater. See
Figures la and lb.
Fig. la Fig.1b
AdvanTex Treatment System: Side View AdvanTex Treatment System: Top View
AdvanTex treatment systems are capable of processing residential strength wastewater to better than
"secondary standards" (see page 4, Figures 2a and 2b). Raw sewage enters the two -compartment
Processing Tank through its inlet tee. In the first compartment, the raw sewage separates into three
distinct zones: a scum layer, a sludge layer, and a clear layer. A flow -through ports) in the Tank's
baffle wall allows effluent from the clear layer to flow into the second compartment of the tank. The
Biotube® Pump Package in the second compartment pumps filtered effluent to a distribution manifold in
the AdvanTex Filter. Effluent percolates down through the textile media and is collected in the bottom
of the filter pod. The treated effluent flows out of the filter pod through the Filtrate Return Line that
returns the treated effluent to the Recirculating Splitter Valve (RSV). The RSV automatically splits or
diverts the flow between the Processing Tank and the final discharge. The RSV also controls the liquid
level within the Processing Tank. During extended periods of no flow, 100% of the treated effluent is
returned to the Processing Tank. The residential AdvanTex filters have a passive vent system and do not
require the use of a fan.
*This document is for residential applications only. For commercial applications, call Orenco Systems'
Engineering Department.
non-AT%-2
Page 1 015

System Selection: Configuration
Multiple -pass recirculation treatment systems can be configured in several Modes. Mode 1 (shown in
Fig. la and lb) is the operating configuration used most frequently. In Mode 1, the filtrate recirculates
through the second compartment of the Processing Tank. In Mode 3 (a specialty mode), a portion or all
of the filtrate may be recirculated through the primary chamber of the tank to enhance nutrient removal.
Systems utilizing a separate Processing/Recirculation Tank, or systems that must provide high treatment
levels, will be configured for Mode 1. Refer to AdvanTex Treatment System drawings for further
details on Mode and discharge options.
System Requirements: Residential Strength Wastewater
Residential waste must meet the criteria in the "Residential Strength Wastewater" table, below. Consult
Orenco or an authorized Dealer for larger system designs.
Table 1. Residential Strength Wastewater (Influent Characteristics)*
Characteristic
Average
Weekly Peak
Rarely Exceed
mg/L
mg/L
mg/L
cBOD5
130
200
300
TSS
40
60
150
TKN
65
75
150
G&O
20
25
25
*Maximum allowable wastewater strength pumped to an Advan Tex Treatment System is "Residential Strength Wastewater. -
Residential strength wastewater is defined as primary sewage effluent from aseptic tank that does not exceed the above
parameters.
System Requirements: Processing Tank
Homes with flows up to 500 gpd require a minimum two -compartment, 1500 gallon tank with flow -
through port(s) equaling a minimum flow -through area of not less than 12 —square inches at 60-70% of
the lowest normal liquid level (see "Typical Liquid Level Positions" drawing). In larger residential
systems, the first compartment should be sized at approximately 2/3 to 3/4 of the total processing tank
volume.
All tanks must meet minimum structural requirements, be completely watertight, and pass a watertight
test including the riser/tank connection. For detailed specifications, see structural and watertightness
criteria in Orenco's "General Specifications," document NDA-DG-SPEC-1 and tank specifications
checklist in Orenco's "Concrete Tank Questionnaire."
System Selection: Recommended Tankage and Filter Units
AdvanTex treatment systems may be configured as shown in Table 2 to satisfy occupancy and flow
requirements. The following charts summarize the recommended tankage and number of textile filter
units based on the maximum design flow.
Recommendations assume that residential peals weekly average flows are typically two times normal
average daily flows (i.e., Qpwa = 2Qa+) and peak weekly average flows meet typical regulations
governing gpd-to-bedroom ratios.
ng2 53
nay. a.t, 1,09/0©gNz
Page 2 of

Table 2. Required Tankage and Number of Filter Units
# Bedroom st
AX Units
Occupants
Processing Tank
Recirculation Tanks
models
maximum
mininum size (gal)
mininuan size (gal)
2
1-AX10
4
1500
500
3
I-AX20
g
1500
500
4
I-AX20
8
1500
500
5
2-AX20
10
2500
750
6*
2-AX20
12
3000
1000
'Use as default sizing criteria.
IThe nominal hydraulic application rate for all residential AX units is 29.7 gpd/ftz, based upon actual flows.
'Systems with occupancies greater than the maximums shown or greater than eight occupants require a design with multiple
units based on a minimum of 25 It' of surface loading area per capita.
'Processing tank includes primary and secondary compartments. The secondary compartment functions as the recirc/blend
chamber.
IWith multiple tank configurations, a separate septic tank will precede the AdvanTex recirculation tank.
*System applications greater than 6 bedrooms will require a design review by Orenco Systems, Inc.
Design Loading Rates
Orenco's suggested design loading rates are based on typical per capita flow rates and average strength
characteristics expected from residential type installations, as shown above. Performance is a function
of the expected typical loads with periodic weekly highs. Typically, the daily mass loading is based on
the expected daily flows and parameter strength. Figures 2a and 2b show periodic peals loading capacity
at 95% confidence level.
The void capacity, surface area per unit volume, and moisture -holding capacity of textile are many times
greater than that of sands or gravels, thereby enabling equal treatment at higher loading rates. If the
loading rate (or mass load) needs to be reduced to meet discharge limits, it's a sim1ple matter of adding
additional modular units. Operationally, the module's flexible and easily serviceable features make
AdvanTex units an ideal, efficient, and effective solution for all wastewater treatment applications with
domestic waste characteristics.
Orenco Systems, Inc.'s AX20 AdvanTex Treatment System is listed as an ANSI/NSF Standard 40
Class I treatment unit for flows up to 1500 gpd in various configurations. However, in applications that
are greater than six bedrooms, please contact Orenco Systems, Inc.'s Systems Engineering Department
for more information. AdvanTex AX20 units that are required to carry the NSF mark will be labeled
AX20N per NSF protocol.
Typical Effluent Quality
Effluent quality is dependent on a number of factors, including influent characteristics and loading rates.
The following charts show third party ANSI and NSF 40 testing results. The results demonstrate that
low -to -moderate loading rates produce cBOD and TSS of <5 mg/L, while higher loading rates produce
cBOD and TSS in the range of 15-25 mg/L.
NRA-ATX-2
Rev. 3.1, ©9/92
Pa9e3 0t5 5q

Effluent Quality vs. Hydraulic Loading Rates
Third Party ANSI and NSF 40 Testing Results
60 , xy✓ SS, � 1 '' it fkZ,I _zti.
�,3 �l*t ,.rye r1ae�J�OD K ty ,d�� 1, 4� ' 1 � ➢ � as e � t V �Y,.
r{r Y v it a 7Y 1!l./ Y7
3 y+ 7 �s z t r. �, 5}e t t<1 , 50 6 e .!
5D sie a gt 2 "Ir 2 7J friar bfn �i7 J I 1 rvi r4 f T`, rq �t sA l aa1 Vl' i
s, a o.
7 ' J Y r �S, 1 m, , r�.�z ,�IN va..... ,;� 40
40 / s x� i t x.J w 411 zy n %' +NovaTe .
t I 160JgPdlftt- +, s r„ r, r �a
o c i"d4 1i 1" e stO m0 r {s<i e ✓i r �& t ii v 1 i 60{gPd/'•7,
30 - 90 aal I I {{NOveT¢B� _
i r + MoVaTeGI i j I �' 1ggT3�OPd/ft2/
o ' 448 3-
gpd/ft�1 i it - kj - PA mD'e t
�i r 20s 4SF20 NSF
10%.�5'd10d'�f 10 tt au .1 12 gP d/It° I °� '6 mDa `"✓ . � ' i x1r�t�'
,�.
0 0 10 20 30 40 50 60 0 0 10 20 30 40 50 60
959%16 Confidence Level — Current Average Recommended Design Range for Residential StrengUl Waste
Fig. 2a — cBOD, Fig. 2b - TSS
Nitrogen reduction in Mode 1 will typically exceed 50 percent, with total nitrogen in the filtrate ranging
between 25 and 35 mg/Lf. In Mode 3, nitrogen reduction can reach 85 percent or better, depending on
wastewater strength and other characteristics like grease and oils, pH, and alkalinity concentrations.
Nitrification can be inhibited if the buffering capacity (alkalinity) of the wastewater is too low. On a
theoretical basis, 7.14 mg/L of alkalinity as CaCO3 is needed to nitrify 1 mg/L of NHq+-
Pumping Equipment
The integrated treatment package includes an Orenco Biotube® pump package.
Residual Head Pressures
A 5 ft. residual pressure is used to determine the initial time -dosing settings. (Residual pressures,
however, may range between 1 and 10 feet, depending on system hydraulics.) Consulting with Orenco
is required when the residual pressure dosing falls outside the typical 4 to 6 foot range.
Recirculation Ratios and Timer Settings
The AdvanTex Treatment System's 4:1 recirculation ratio and initial timer settings have been
established based on the expected average daily flow. If flows vary significantly from expected flows,
timer settings can be recalculated. See AdvanTex Installation Guide, NIM-ATX-AX-1, "Appendix 1:
Timer Settings Worksheet."
AdvanTex Control System
Critical to the success of the AdvanTex Treatment System is the method in which the effluent is loaded
onto the AdvanTex textile filter. Over the past three decades, timer controlled applications have proven
to play an essential role in optimizing the performance of both fixed and suspended growth biological
systems. A timer -controlled pump in the processing tank periodically doses effluent to a distribution
system on top of the AdvanTex Filter. Each time the filter is dosed, effluent percolates through the filter
media and is treated by naturally occurring microorganisms that populate the filter. During periods of
high flow, a timer override float will temporarily modify the timer settings to process the additional
NDA-AT%-2 Rev. 3.1. ©9/D2 55
PegoW5

flow. Conversely, during periods of low flow, the timer settings can be modified to reduce loading onto
the AdvanTex filter.
VeriComm® remote telemetry control panels and web -based monitoring system are incorporated into all
AdvanTex Treatment System standard equipment packages. VeriComm gives wastewater system
operators and maintenance organizations the ability to monitor and control each individual system's
performance remotely. There are several additional operational benefits associated with telemetry -based
controls, including Advanced Control Logic — functions that activate in the event of component
malfunction to diagnose the system using pre -established trend data and, if necessary, modify the
operation of the system until it can be serviced. VeriComm also provides additional alert and alarm
functions to notify the operator/designer in the event that trend data indicate potential problem
conditions (e.g. high flows).
Surge Volume
For most residential applications, the recommended surge volume is approximately 150 to 250 gallons.
The actual surge volume used should be approximately 50-100% of the actual average daily flow. The
surge volume is the volume between the normal low liquid level and the high water alarm float. The
normal low liquid level is the level at which 100% of the filtrate returns to the tank. For most residential
installations, the low liquid level will be approximately 5 to 6 inches below the top of the RSV cage.
See the "Typical Liquid Level Positions" drawing for a description of typical RSV and float settings for
residential systems installed in two -compartment tanks. Refer to AdvanTex Installation Guide,
NIM-ATX-AX-1, for details.
Cold Weather Considerations
AX units are available with two inches of insulation attached to the bottom of the lid. Installing
insulation around the sides of the filter pods themselves is optional and is done onsite as needed.
Other cold weather considerations include standard practices used with most onsite pump systems, such
as allowing all lines to drain, insulating processing tank lids, and backfilling risers with pea gravel if
frost -heave is a concern. Consult Orenco if supplementary options need to be considered.
non-nrn-2
Rev. 3.11@9102 Je�
Page 5 015

Orenco Submersible Pump Dimensions
1/8- Bypass
Orifice
IC
U1
Purn Model
A
C
D
L
0
OS
ML
Check Valve
Pi 11 1 512
12-3/4
4
20-5/8
1-1/4
20
N
11
�O
P101012
19
11 -1
14-1/4
30-3/4
26-3/8
1-1/4
24
N
7N
-Unu
7e
PJ180511
9-1/2
9-1/2
11-5/8
19
17
-1-1/4
20
Y
g
P200712
13-1/4
10-1/2
13-1/4
23-3/4
22-1/4
1-1/4
22
N
01512
17-3/4
15
17-3/4
32-3/4
31-1/8
1-1/4
28
N
P300772
13-1/2
10-1/2
13-1/4
24
22-1/4
1-1/4
24
N
m
a0�
M i
7=R
4,
�2
01512
17-
15
17-3/4
32-3/4
31
1-1/4
29
N
5
n
7m�m
L
12
13-1/4
10-1/2
12-3/8
23-3/4
22-1/2
WR
2
24
N
P501512
2
29
A = liquid end height
G = motor height -
D = intake height
MLL = minimum liquid level
L = overall pump height
0 = bypass orifice height
DS = discharge size
All measurements are in inches.
a 5,qLP-
ca
Orenco Systems'
Incorporated
614AIRWAY AVENUE
SUMERLIN. GBEGON
97479-012
TELEPHONE
(541) 45-44449
FACSIMILE
1541) 459-2884
EM-pu-pu-2
1/w

E
°
0
� w
�e z m w ^e
z
0
rn
mi
d�
IMP z
ao
'^ m C o C C U
Cr �'a k0„u' €i�lOB1 8R 8lOkOF3 8�l0lq�
CD9 C
ae a19=
m� 9 � [Wp Iq 0p oopp ry �{
d C) 4
Zf
qq v
Ir is � � q e:c yW iv
�! •- z �� m ?o �U�4Z.rd .9u9i�
•''gy^p '- tll t� C; 'r., A � V � �
d O O
��
3 Ti vi i� jjFFjj
a L12 do ^d G^•^d !� h�nn �i 7`�`+ �` m
o d o d d d o d d er d d o d" � �'S
Ow ��r•
•" •' -^---- � t^ ems-
ItpgBBgBCD
e 9 do G$

Orenco Pump Information
Model
Horse awer
Cable
Type Size Len gth
Listin s
FLA
Disch. Size
Pump
Height
MLL
Run Dry?
Solids
Overload?
P100311
1/3
SOOW
16/3
1V
UUCSA
80
11/4"
19"
18"
No
1/8"
Yes
P100312
113
SOOW
16/3
10,
ULICSA
4.0
1114"
19"
18
No
1/8"
Yes
P700511
1/2
SOOW
16/3
10,
UUCSA
12.0
11/4'
251/4"
20".
No
1/8"
Yes
P100512
12
SOOW
16/3
10,
UUCSA
6.0
11/4"
251/4"
20'.
Na
1/8"
Yes
1`700712
314
SOOW
15/3
10'
UUCSA
80
11/4"
2658"
24"
No
1/8"
Yes
P701012
1
SOOW
16/J
10'
UUCSA
9.6
11/4"
293/8"
28"
No
1/8"
Yes
PJ120511
12
SOOW
16/3
10'
UUCSA
12D
11/4"
2012"
20"
No
1/16"
Yes
PJ180511
12
SOOW
16/3
10,
UUCSA
1U0
11/4"
19"
20"
Na
1/16"
Yes
P2W511
1/2SOOW
16/3
10'
UUCSA
120
11/4"
253PV
20"
No
1B"
Yes
M0512
12
SOOW
15/J
10'
UUCSA
69
11/4"
25314"
20"
No
1/8"
Yes
P200712
3/4
SOOW
16/3
1V
UUCSA
80
11/4"
263/4"
2Z"
No
1/8"
Yes
P201012
1
SOOW
16/3
10,
UUCSA
9.6
11/4"
30"
25"
No
1/8"
Yes
P201512
112
SOOW
16/3
10,
UUCSA
120
11/4"
323/4"
2W
No
1/8"
Yes
F300511
12
SOOW
16/3
10'
UUCSA
120
11/4'
211/4"
2Z"
Na
1/8"
Yes
P300512
12
SOOW
16/3
10,
UUCSA
6.0
11/4"
211/4"
22"
No
1/8"
Yes
P300712
314
SOOW
16/3
IV
UUCSA
80
1114"
24"
24"
No
1/8"
Yes
P301012
1
SOOW
1613
10,
UUCSA
9.6
11/4"
261/1"
Z7"
No
1/8"
Yes
F301512
112
SOOW
16/3
10,
UUCSA
120
- 11/4"
323M'
27
No
1/8"
Yes
P5W511
12
SOOW
16/3
10'
UUCSA
132
Z.
211/4"
2Z"
No
1/8"
Yes
P500512
12
SOOW
16/3
10,
UUCSA
86
Z"
211/4"
22"
No
1/8"
Yes
P5W712
3/4
SOOW
16/3
10'
UUCSA
88
Z.
24"
24"
No
1/8"
Yes
PM1012
1
S00W
1613
10'
UUCSA
10.6
Z"
2612"
27"
Na
1/8
Yes
P5M512
112
SOOW
16/3
10'
UUCSA
14.4
2"
323/4"
29"
No
1/8"
Yes
Cable Guide
SO:
Heavy duty, extra hard usage, rubber insulated, ail -resistant neoprene jacketed cable rated for 60OV. 60'C to 901C
SOOW.,
Same as S0, but water resistant outer and inner jackets (GSA). 60'C to 90'C
SJOW:
Junior hard service, same construction as type SOW but only rated for3WV (jacket th ickn ess different). 600C
SJOW-A:
Same as SJOW except with asbestos insulation. 60'C
STO:
Heavy duty, extra hard usage, all plastic constructed cable rated for 60OV. 60'C
SJTO:
Junior hard service, same construction as type STO but only rated for 300V (jacket thickness different). 600C
Orenco Systems'
Incorporated
814 AIRWAYAVENUE
SUTHEBUN. OREGON
97472.9012
TELPHONE
1541) 452499
FACSIMILE
1541)459-2984
ETD-PU-PU-I
Rev 2.0 1/01
Page i

160
140
120
100
60
40
WIN
- -- ------ - Effluent Pumps
1/2Hpte11/2Hp
� -- --- - ---- Single Phase,60Hertz
P501512,230V-5stage —_ _ 115/230Volt
�...{... �...-I- 4 I- I --._�_ .+ _ . {_.._...- --�_- _ Curve pc4
2, 230V- 4 stage
1 P500712, 230V- 3 stage
} P500511,115V- 2 stage
} P500512, 230V- 2 stage
0 -F
0
10 20 30
Net Discharge, GPM
40 50
orenco Systems -
Incorporated
914 AIRWAY AVENUE
SUTHERUN, OREGON
97479.9012
TELEPHONE:
1541) 459A449
FACSIMILE:
[phone]
60
ETD-PU-PC-4
Rev. 2.0 7199 b0

P.]
UV, "The ®isinfector", Inc.
PO -Box 203 Puyallup, WA 98371
Tel, 1.877.770,1500 Fax [phone]
E-mail onsltewtc(Paol.com Webpoge www,onsitewTe cym
Model Number GPM 18
The UV Model Number GPM 18 is rated to work effectively of a flow rate of no more then 18
gallons per minute, The UV unit is designed for pressure systems.to handle 60PS1,
The Unit is clesighed with an .Ultraviolet light, in the first chamber;the second chamber; and the
third one.
The control panel has both audible and visual alarms,
Access to the lamps Is obtained by removing the end cap, unplugging.the lamp and pulling it out.
Lamps need to be. replaced every two years at a minimum.
Units design Is intended to treat wastewater from a pretreatment unit that produces effluent
with BOB and T55 of 10 mg%100m] or lese.
Ke Mood V
President

' ' LJ \/ —F I-- i E
4" CAP/CLEAN OUT — 4" ABOVE GRADE — D OT GLUE
0
4" PVC — HELD CUT
NOTES:
BULB WIRING AND CONTROLS INCLUDED
WITH ADVANTEX PRETREATMENT
PACKAGE.
INSTALLER TO PROVIDE PVC SPECIFIED IN
THIS DIAGRAM
4" PVC INLET PIPE
0
4" TEE
4" PVC CUT TO 29"
E:D I S3 I N F—EC FR
UV EQUIPMFNT P- pi II R�
4" CAP/CLEAN OUT — 4" ABOVE GRADE — DO NOT GLUE
a-- EXTERNAL SPLICE BOX
4" PVC — FIELD CUT
— 3" CAP
— 4" TEE
D0 4" OUTLET P
4" PVC CUT TO 28"
4" PVC CUT TO 8"
4" 90 deg
1" Dia
0 I0
O
0
0
1/2" Dia
3 4' Caps/CLean Out
4' 90's
4' Tee's
r 3' Cap
PVC Approx 10' Toto
NEMA 4x Splice Box

LL± p FM2091
0802
of ncuM9 -`h1 <a X 1 k, Supersedes
Product information ^' K � � � ® � 0602
presented here reflects UL y
conditions al time of
publication. Consult factory
regarding discrepancies or MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347 visit our web site:
Inconsistencies. SNIP T0: 3649 Cane Run Road • Louisville, KY 40211-1961
[phone] • 1 (800) 928-PUMP • FAX [phone] http://www.zoeller.com
ZOE1616ER ON -SITE WASTEWATER PRODUCTS
a
Effluent turbine pumps are used in on -site applications that
demand more head than a traditional single stage centrifugal
submersible pump. Zoeller Pump Company is able to meet this
need by offering a complete line of submersible effluent turbine
pumps. These pumps have been proven in field applications and
have many years of development behind them. Typical applications
include mound systems, drip systems, and recirculating media
filters. All units include cool running Franklin submersible motors
that do not require external water flow to prevent overheating.
Therefore, an outer pump sleeve is not required. Pumps can be
installed directly in a dose tank as long as an effluent filter is used
on the septic tank outlet. Pumps can also be used in conjunction
with the Zoeller Effluent Turbine Filtered STEP system.
FEATURES:
• Corrosion resistant.
• Many models available -10, 19, 27, and 35 gpm.
• 1/2 thru 1 HP units.
• 115 and 230 Volt.
10, 29, 27 gpm Models 35 gpm Models
• 1-1/4" discharge (10, 19, 27 gpm) or 2" discharge (35 gpm).
• Heavy wall stainless steel pump shell.
• Franklin Electric submersible motors.
• Stainless steel hex drive pump shaft.
• High Efficiency floating stack. EO
• Glass -filled Noryl discharge and mounting ring PMEIE
(10, 19, and 27 gpm models)
PPEvni
• Stainless steel discharge and mounting ring coxo
(35 gpm models).
• No external capacitors or relays required for starting.
• Consult factory for design points not covered by the
performances on back of this sheet.
• External checkvalves available.
• Pressure effluent filter available
• 10 feet of jacketed SO type power cord.
• Timed dosing panels available
© Copyright 2002 Zoeller Co. All rights reserved. 63

4C
10 GPM Models
w
PUMP PERFORMANCE CURVE
10 GPM
120
400-
H2
3fi0-
W4 HP. 12 STAGE
104
96
32
60
200-
12 HP. a STAGE
so
72
240
64
200
56
12
HP. STAGE
4a
160
40-
120
32
24
60-
I6
40-
8
0
G
LTERS 11 24 32 40 4156 61
FLOW PER MINUTE
015413
GALLONS
PaeNumber
HP
Voltage
Phase
Amps
Stages
Height
5030aZ
12
115
1
120
6
22_T8'
50300006
in
230
1
RU
6
22378°
50.900007
12
115
1
120
a
25-I/4'
50330008
1n
230
1
6.0
8
25-1/4'
5030 G009
314
230
1
8,0
12
29-15116"
27 GPM Models
PUMP PERFORMANCE CURVE
27 GPM
72
240
1 HP-
7 STAGE
0
64
220
200
314
STAGE
ss
tea
160
0 48
of 40
140.
12 HP-4 STAGE
120
100
32
80
24
6
60
40
0
20
a
0 15
GALLONS
LITERS 0 20 411 6h
FLOW PER MINUTE 015045
PaitNumher
FP
Vollaga
Phase
Amps
Stages
Height
50324M105
12
V5
1
12.0
4
21-3116"
5 332-M
12
230
1
6.0
4
21-Wifi'
5032-0007
N4
230
1
So
6
24-3116'
5032-OOM
1
230
1
9.8
7
26-7116"
5032-M
1-12
230
1
13.1
10
30-3/16'
19 GPM Models
PUMP PERFORMANCE CURVE
19 GPM
280 -
e0
1 HP.
72
240
314 HP
7 STAGE
64
2as
qq 56
P 4e
160 -
12 HP
U_
40
120
5STAGE
32
a
0 24
BO
16
4U 60 80 100
FLOW PER MINUTE
015414
PatiNwnber
HP
V011z098
Stages
Height
5031-0005
12
11
5
21.15/16"
5031.00Ofi
12
23
5
21-15/46,
5031-0007
50314N100
314
1
23
230
7
9
25-1/16'
28418'
lea
49 160
140
40
120
s
32 100
a
24 90
0
60
I6
40
e
20
0
35 GPM Models
I
Emit mom
■
UNN
1
NOW
GALLONS 10 20 ' 30 40 50 60
LITERS 0 40 60 120 160 2W
FLOWPERMINUTE 015M
PadNumber
FP
Voilage
Phaza
Ames
Stages
Height
5033-0005
12
115
1
2
18-71F
50330006
12
230
1
2
18-7/8"
50330W7
314
230
i
T
3
20-1/4'
50130008
1
230
1
4
21-9/16-
50330009
1-12
230
1
13.1
5
22-7/8°
ALL ZOELLER ON -SITE WASTEWATER PRODUCTS MUST BE INSTALLED IN ACCORDANCE WITH LOCAL AND/OR STATE
PLUMBING AND/OR HEALTH DEPARTMENT CODES.
© Copyright 2002 Zoeller Co. All rights reserved.
61

�o��fict•�
Mini-Clilc° Rain Sensors
here's nothing more embarrassing
— or more wasteful or costly — than
an Irrigation system that runs when It
doesn't have to ... In the rain. And the simplest,
most effective way to prevent your sprinklers
from coming on during or after precipitation
Is the HunterMinl-C1110. Easily Installed on
any automatic Irrigation system, Mint-Cllk
shuts sprinklers off In a storm and keeps
them off, automatically compensating for
the amount of rainfall that occurred. Disks
absorb water and then expand proportionally
to the amount of rain that fell (e.g., a small
cloudburst would result In little absorption,
a thunderstorm with 6" of rain would lead to
more absorption and thus more expansion).
As the moisture -laden disks expand, they
eventually activate a switch that Interrupts
the circuit from the controller to the solenoid
valves. Once dry, they contract and release
the switch. Thus, the Mini-Cllk automatically
resets without ever affecting your controller.
Built to withstand the harshest conditions,
there's no better way to ensure that your
system Isn't watering when It Isn't necessary...
no wonder the Mini-Clfh name has been
synonymous with rain sensors for more than
two decades.
Easily Installs on any auto not c it 191Ion system
Versatile enough to work with all popular controllers
Constructed of high impact thermoplastic
Built sturdy for years of trouble -free operation
Adjusts to actuate at various rainfall quantities
Set from Va'to 1' based upon your local conditions
Includes 25 feet of 20 gauge two conductor wire
fast and easy mounting out of sight
5-year warranty
Your guarantee of dependable operation
"7j 'pJ ' { '°� �
' 111TR IPAT E i iAtaL a�;e Ki lu.. J'ilvfa4 i17J�l�.0 Lr3ji � ir�i
Sensor Guard: Vandal Resistance and Rain Sensor All -in -One
Combining the reliability of a Mini-Cllk rain sensor with the security of a
compact vandal resistant enclosure, the Sensor Guard is perfect for sports
facilities, golf courses and municipal sites. Easy to Install, the Sensor Guard
Includes a Mini -Milk conduit rain sensor plus stainless steel mounting bolts
and a drill template. For peace of mind, you'll want to get your hands on
the rain sensor that's designed to keep others' hands off. Model: SG -MC

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other Controllers
The bmo most common
situations are shown bel:ar
For non-standard ydring
situations, please consult
your distributor or request
our"1`lon-standard"
vrtring Information packet.
P, 24 Volt Solenoid Valves
Only (No booster pump)
(See Figure 2)
With lhe'Iwo wires frorn
Me Mini-Clik at the
controller, locale the
•'comrnon ground" wire of
the solenoid valves. If it is
connected to the common
terminal on the controller,
disconnect it. Attach one
wire of the Mmi-C lik to the
"common" terminal
(usually marked 'C") on
ilia controller Allach the
other wire or the Mini-Clik
to Ilia oomrnonwire
leading to the valves.
Note: The o-imrnon wire
to Ilia valves does not
have to be Interrupted
at the conlrollar.The
Mni-Clik may be wired
anywhere along the
common wire line.
B.24 Volt Solenoid Valves
with Booster Pump (See
Figure 4)
Locale, the common wire
to Ilia solenoid valves and
the comrnon wire loading
to [he roil of the relay that
starts the pump. If These
two wires are connected
bs the "common" lenninal
on the controller,
disconnect both of them.
Twist together these two
wires along with one Wire
from the Mini-Clik, end
secure with a wire nut.
Attach the other wire of
the Mini-Clik to the
'common" terminal on the
controller Note'The pump
circuit otillcut must be 24
Volta in this situation. Do
not proceed If'14oV.
C Special Instructions for
I✓rni-Cltk-HV (See Figures
5 and F-,)
The two [aped and
stripped wires are the
ones to be used when
k;Ilowing these aco7mpa-
nying diagrams The third
wire should be terminated
with a wire nut (not sup-
p4ied). All wire connec-
tions with the Mini-CIIk
should be made with wire
nuts and located in a
junclion box
Where the timer is
controlling a pump. the
relay may be inside the
Cornmon Wire to
All Velves
Ire a
Controller
1110
IN C 1 2 a d
v (Tioo@
Line In
Line-ou Po
controler
controller
TTIC� /27� //3 44
(y)00W
Common
Wire to fill
Valves
hnlnl.CIIk-Hv
Mini-CIIk Rain Sensors
Installation InStrLICtlons
timer, external or non-exislenl.: If there is no relay in the circuit, one nusl be
added. The oaring for an internal or external relay is I1le same: the Mini-CIIk
breaks the circuit to the aid of ilia relay only Either wire of the coil may be
broken.
oreration Check to Verify Correll Wiring
Turn on one zone of Me irrigation system that is vtsd:plewhile you are in reach
of Ilia Mini-Clik. Manually depress Ilia spindle at die lop of the Mini-Clik until you
hear the switch'dick" ofl. The sprinkler zone should slop instantaneously If it
does not, check wiring for correctness. It Is not necessary p)'Wer'test the Mini-
Clik, although it will lest the operation fins, if desired.
�^
The Mini-Clik can keep the irrigalion system from
Flglae 7 starling or continuing after rainfall quantities of va,%
1/4", Vi', 1l1" or 4".To adjust it to the desired shut-
off quantity, rotate the cap on Ilia switch housing
so Thal the pins are located in the proper slots (see
va Figure 7). Do not bir-.ibly twist the cap as this might
h14
w break the pins.
13/4 3 The time the[ it takes Ilia tdinl-CIIk to resat for
normal zprinkler op a ration alter IhA rain has
slopped Is determined by weather condition (wind,
Vonlribn vein sunlight. humidity, etc.)Thesecondibonswill
delermina how last I h a hygroscopic discs dry out.
and since the lurk is also experiencing the same
conditions, their respective drying rates will roughly parallel each oUher.So when
the lurf needs more water, the Mini-Clik is already reset to allow the sprinkler
system logo at the ne)d srhoduled cycle.
There is an adjusbnent capability on ilia Mini-CIIk; that will slow down the resel
rate. By turning the "vent rind' (see Figure 7) to cornpleloly or partially cover the
ventilation holes, ilia hygroscopic discs will dry more slowly. This adjustment ran
compensate for an 'overly sunny" installation location, or peculiar soil conditions.
Experlance will best determine Ilia ideal van[ setting
a
The Hunter ICC and SRC conlrollersare equipped with a built-in bypass that
allows you to override an active sensorror controllers not equipped with this
fealura, should you desire to bypass the opiralion of Ilia Mint-Clik for any reason
(i,e., turn on your system even though the Mini-Clik has shut "ofl"due to rainfall),
there are two simple ways to do this The Aral is to add our Bypass Switch Gcv..
This mounts on or next to the oontroltei, and by simply moving the switch, the
Mini-Clik is bypassed The second method is to go to the Mali-Clik and raise the
"cap" a caloe of settings higher or completely remove It. This takes the pleasure
off the switch button, which allows the valve, circuit to close again.
Note: Using the "manuar'switch on non -Hunter controllers typically will not
bypass kilo sensor.
There is no required maintenance for the urilt.The Mini-CIIk does not have to be
removed or covered for'winlerizinj' purposes:
Troubleshooting
Follow these simple chocks AN before assuming the unit is bad and replacing it.
System will not come on at all:
A. First, check to see that the Mini-Clik discs are dry and the witch "clicks • on
and off freely by pressing the lop of the spindle.
B Nexl, book for breaks in the wire leading to the Mini-Clik and check all wire
junctions.
C Finally, if the Mini-Clik is dry and the wire leading to it is good, die& the Mini-
Clik switch by nicking the insulation of the two "outer' wires near Me unit to
expose oopper-Turn one sprinkler zone on, and apply a jumpervdre"scro3s
the two exposed wires. If the sprinkler now comes on, the switch is bad. Wrap
all nicked wires with electrical tape
System vnll not shut off even after heavy rainfall,
A. Check, wiring for corieclness (Gee 'Operation Check to Verify Correct Wiring)
B Check sensitivity selling on Mini-Clik—move cap to more sensitive selhna.
The Mini-Clik is an accurate rem gauge and can be verified lq selling up a
'tube" type rain gouge In the some vicinity and making periodic readings.
C. Is the rainfall actually hilling the Mini-CliO Check for obstructions to rainfall
such as overhangs, trees or walls.
r4aebrsclulej urder Us Potonlrro.3,8e8,3e5
All MInrCrklrcdeis ate rsiad by UMonniters lniurtoimles, Im.(UL) aonOS of Nose devices rave
boon welualad by UL arc[ Ineel Ilia appOcabloUI. tleeKWIS for sakly.
bq

UNDERGROUND
WASTEWATER DESIGN, INSTALLATION AND MAINTENANCE GUIDELINES
WASTEWATER DESIGN, INSTALLATION AND MAINTENANCE GUIDELINES
ml

INTRODUCTION
Geoflow's WASTEFLOW©t drip system disperses effluent below the ground surface through 1/2"
pressurized pipes. It is designed using the grid concept with supply and flush manifolds at each end
creating a closed loop system. The grid design provides a complete subsurface wetted area.
The objective with effluent dispersal is usually to disperse the effluent using the minimum area as
quickly and safely as possible at an approximately uniform rate throughout the year. If the main
purpose of the Geoflow system is to irrigate, then please use the standard irrigation manual for
landscape available from Geoflow, Inc.
Subsurface drip is a hMghly efficient method to dispose of effluent. Small, precise amounts of water
are uniformly applied under the soil surface from multiple points.
The main advantages of Geoflow's subsurface drip system for effluent dispersal are
• Human and animal contact with effluent is minimized, reducing health risks.
• Correctly designed systems will not cause puddling or runoff.
• It can be used under difficult circumstances of high water tables, tight soils, rocky terrain,
steep slopes, around existing buildings, trees or other vegetation, and on windy sites.
• Disposal of water is maximized by means of evapotranspiration.
The system requires no gravel. It is easy to install directly into indigenous soils and the
natural landscape can be maintained.
• Minimizes deep percolation.
• Consumption of nitrates by the plant material is increased.
• Invisible and vandal proof installations.
• Ten-year warranty for root intrusion, workmanship and materials. Systems are durable with
a long expected life.
• Non intrusive. It allows use of the space while operating.
• Easily automated.
Effluent can be re -used for irrigation.
NOTES
These guidelines are for secondary treated effluent When using primary treated effluent,
Geoflow recormnends automating all the self flushing valves, and increasing the number of
emission points in the dispersal field. For more information on septic tank dispersal, please
check our website at www.geoflow.com or telephone Geoflow at 800-828-3388.
Please follow your State and County Regulations for onsite wastewater dispersal. This
manual is intended to be a guide to users of the Geoflow drip system and should be used
only as a supplement to your local regulations
WASTEFLOW© is a registered trademark of A.I. Innovations.
a

DIAGRAM 1: TYPICAL DRIPFIELD LAYOUT
G"-10"deep (typical) JRL�—"""""
in valve box
PVC lope
1 1manifol
Lockslip PVC to
driphne adapter.
Glued into
3/4" slip fitting.
Flush line
Not to scale
Valve Box
�wIe5 d _ _ tpump tank
om
flush
Flush return to
pretreatment tank
VIM

SYSTEM COMPONENTS:
See Diagram I on page 3.
A typical drip system installation will consist of the elements listed below:
1. WASTE, FLOW©DRIPLOM
(See Appendix 1 for product specification)
WASTEFLOW dripline carries the water into the dispersal/reuse area. The dripline is connected to
the supply and return manifolds with Compression or Lockslip fittings. Typical spacing between
each dripline and between drip emitters is 24"on center. 12"spacing is used regularly for soils with
very low or high permeability. The pipe has no joints that may pull apart during installation and is
ideal for tractor mounted burying machines. It is sold in 500-ft rolls. For export 400-m rolls are
available. Roils of alternative lengths, diameters and dripper spacings may be special ordered.
WASTEFLOW dripline features:
a) ROOTGUARD@2
The risk of root intrusion with an emitter slowly releasing nutrient rich effluent directly into
the soil is well known to anyone who has observed a leaking sewer pipe. All Geoflow drip
emitters are guaranteed to be protected against root intrusion with ROOTGUARD. This
patented process fuses the root -growth inhibitor, TREFLAN83 into each drip emitter during
manufacturing. Treflan is registered with the United States EPA for this application. The
ROOTGUARD technology slowly releases Treflan in minute quantities to prevent root cells
from dividing and growing into the barrier zone. It is chemically degradable, non -systemic,
and virtually insoluble in water (0.3 ppm). ROOTGUARD carries a 10 year warranty against
root intrusion.
b) U[traFresh© Protection
Geoflow's WASTEFLOW has an inner lining impregnated with a an antimicrobial, Tributyl tin
maleate, to inhibit adhesion of biological growth on the inside walls of the tube and the
emitters. It does not have any measurable biological effect on the effluent passing through the
tube. This minimizes the velocity required to flush WASTEFLOW dripline. The velocity only
needs to move out the fine particles that pass through the 100 micron filter that, if not flushed,
will ultimately accumulate at the distal end of each lateral. It is not necessary to scour growth
off the inside wall of WASTEFLOW tubing. Since all pumps deliver more volume given less
resistance to flow, just opening the flush valve will usually achieve this degree of flushing.
When a minimum flushing velocity is requested, 0.5 feet per second is used with Wasteflow
dripline to get the settled particles at the bottom of the pipe back into suspension. This equates
to 0.375 gpm per dripline.
c) Turbulent Flow Path
WASTEFLOW drip emitters are pre -inserted in the tube 6", 12"or 24"apart with 24"being the
most popular. Angles in the emitter flow path are designed to cause turbulence in order to
equalize flow between emitters and keep the emitters clean. Geoflow emitters boast large flow
paths, which, coupled with turbulent flow, have proven over the years to be extremely reliable
and dependable
2 ROOTGUARD© is a registered trademark of A.I. Innovations
3 Treflan is a registered trademark of Dow Agro Sciences
-71

lifal�.�Uall'
y r:
WASTEFLOW Classic
d) WASTEFLOW Classic and WASTEFLOW PC Dripline
Both WASTEFLOW Classic and WASTEFLOW PC have turbulent flow path emitters with
ROOTGUARD and UltraFresh© protection. The WASTEFLOW PC has the added element of a
silicone rubber diaphragm that moves up and down over the emitter outlet to equalize flows
regardless of pressure between 7 and 60 psi. To ensure a long life the recommended operating
range is 10 to 45 psi.
For WASTEFLOW Classic the flow rate delivered by the emitter is a function of the pressure
at the emitter. The Classic dripline has the advantage of no moving parts or rubber that may
degrade over time. Also, when minimum flushing velocities are required, the flows during a
dosing cycle and flushing cycle are very similar with the Wasteflow Classic because when the
flush valve is opened, the pressure is reduced, causing the flows from the emitters to decline.
PC driplines require significantly higher flow for flushing than dosing as the emitter flow does
not go down during the flushing cycle.
We recommend that WASTEFLOW PC be used when the advantages are of substantial
economic value.
i) WASTEFLOW PC can be run longer distances than WASTEFLOW Classic.
ii) Steep slopes. Systems should be designed for the dripline lateral to follow the
contour. When this is practical, the extra cost of installing pressure regulators
required for WASTEFLOW Classic would likely be less than the incremental
cost of WASTEFLOW PC.
iii) Rolling terrain. If the difference in height from trough to peak exceeds six feet
then WASTEFLOW PC should be. used. Vacuum relief valves must be placed at
the top of each rise.
2. CONTROLLE RS
(See Appendix 3)
Controllers are used for time dosing and time flushing of the filter and dripfields. GEO controllers
include a programmable logic control interface for field modifications. They can be used on systems
ranging in size from one to eight zones at the time this manual was printed. All controllers include a
surge arrestor, elapsed time meter and counter. For larger systems please inquire about our Wasteflow
Manager controller which has monitoring and telemetry capabilities.
3. PUMPS AND PUMP TANKS
WASTEFLOW dripfields depend on pumps to dose effluent under pressure to the field. These must
be sized according to flow and pressure requirements. Look for submersible effluent pumps from a
dependable source. Geoflow does not endorse a single manufacturer, but does advocate you use a
pump that is readily serviced in your area. Pump tanks should be sized according to your local rules
and regulations.
4. FILTERS
Geoflow systems use a self-cleaning Vortex Filter with a stainless screen 150 mesh / 100 micron
filter element. The self-cleaning action is efficient over a range of flow rates depending on the filter
size. The clean -out port is at the base and can be opened and closed manually or automatically. If
using a manual flush valve, please keep the valve cracked open slightly at all times for continuous
flushing. Flush should be set at 1 %o of dosing flow but no less than 1 gallon per minute, whichever is
greater. The controller will fully open automatic filter flush valves.
72

5. SUPPLY MANIFOLD
This carries the water from the dosing tank to the dispersal area. Rigid PVC is usually used and must
be designed to slope back to the pump tank in freezing conditions. The velocity in the manifold
should be between 2 feet per second and 5 feet per second (fps). Refer to PVC pipe sizing chart in
the appendix to determine the best diameter for your application.
6. RETURN MANIFOLD
In order to help clean the system, the ends of the drip lines are connected together into a common
return line, most often made of rigid PVC. This line will help equalize pressures in the system.
Flushing should be done frequently during the installation period. Periodic flushing will help to
keep the manifolds clean. The return manifold should be installed to self -drain back to the pump or
pretreatment tank in freezing climates.
i. PRESSURE REGULATOR
(See Appendix 6 for product specification)
Pressure regulators fix the inlet pressure at a given rate and are recommended with WASTEFLOW
Classic. Under normal operating conditions, pressure in the drip lines should be 10 psi to 45 psi.
8. AIR VACUUM BREAKER
(See Appendix 5 for product specification)
Air vacuum breakers are installed at the high points to keep soil from being sucked into the emitters
due to back siphoning or backpressure. This is an absolute necessity with underground drip systems.
They are also used for proper draining of the supply and return manifolds in freezing conditions. One
is used on the high end of the supply manifold and one on the high point of the return manifold.
Additional air vents may be required in undulating terrain. Freezing conditions require the air
vacuum breaker be protected with insulation.
9. FILTER FLUSH VALVES
(See Appendix 4 for product specifications)
Used to flush debris from the filter cleanout port back to the pretreatment tank, this can be an
electronically activated solenoid valve or a manual valve. If manual, it should be opened for a full
flushing at least every six months and left cracked open slightly to flush continuously. Cracking open
a manual valve may be used to increase flow through the system to be within the efficient flow rate
of the filter and/or pump, if necessary. Certain States may require automated electronic flushing.
Please refer to your State codes.
10. FIELD FLUSH VALVES.
(See Appendix 4 for product specifications)
Used to flush out fine particles that have passed through the filter and accumulated on the bottom of
the tube at the end of each lateral, the field flush valve can be manual or electronic. If manual, it
should be opened for full flushing at least every six months and left cracked open slightly to flush
continuously and provide for drainage of the flush line in freezing conditions. Cracking open a
manual valve can also be used to; increase the flow through the system to be within the efficient flow
rate of the filter and/or pump, or to set system pressure instead of a pressure regulator. Certain States
do require automated electronic flushing. Please refer to your State codes.
11. ZONE VALVES
Used to divide single dispersal fields into multiple zones, these can be hydraulic activated index
valves or solenoid valves.
73

12. WASTE,FLOW HEADWORKS
(See Appendix 7 for product specifications)
WASTEFLOW Headworks is a pre -assembled unit including the filter, valves and pressure gauge in
a jumbo box. It is installed between the pump and the field. Be sure to insulate the box in freezing
climates.
DESIGN PARAMETERS:
1. SELECT AREA
Select the area with careful consideration of the soil, the terrain and your State and County
regulations. Be sure the field is not in a flood plain or bottom of a slope where excessive water may
collect after rain. Surface water should be directed away from the proposed field area.
2. WATER QUALITY
Determine the quality of the water entering the system. Is it secondary treated or primary treated? If
using primary treated effluent, please refer to Geoflow's article for direct septic found at
www.geoflow.com or call 800-828-3388 for a copy. Be aware of water conditions intrinsic to the
area. If iron or iron bacteria is prevalent, please be sure to eliminate it upstream of the drip system
with ozone, ultraviolet or chemical treatment. Iron can be recognized as orange stain on plumbing
fixtures and may be treated prior to entering the facility.
3. SOIL APPLICATION DESIGN
Note: This section based on Subsurface Trickle Irrigation System for On -Site Wastewater Disposal
And Reuse by B. L. Carlile and A. Sanjines. The basis of the information is from the Texas Health
Department regulations. The rules in your County and State may vary.
The instantaneous water application rate of the system must not exceed the water absorption capacity
of the soil. A determination of the instantaneous water absorption capacity of the soil is difficult,
however, since the value varies with the water content of the soil. As the soil approaches saturation
with water, the absorption rate reduces to an equilibrium rate called the "saturated hydraulic
conductivity." Wastewater application rates should be less than 10 percent of this saturated
equilibrium.
Even though the trickle irrigation system maximizes the soil absorption rate through the low rate of
application, thus keeping the soil below saturation, there will be times when the soil is at or near
saturation from rainfall events. The design must account for these periods and assume the worst case
condition of soil saturation. By designing for a safetyfactor of 10 or 12, based on the saturated
hydraulic conductivity, the system will be under -loaded most of the time but should function without
surface failure during extreme wet periods.
By applying wastewater slowly for a few hours daily, particularly if applied in "pulses" or short
doses several times per day near the soil surface where the soil dries die quickest would keep the soil
absorption rate at the highest value and minimize the potential of water surfacing in poor soil
conditions.
As stated previously, this design criterion will under -load the system at all titres except when the soil
is at or near saturation from rainfall. If designing for an efficient irrigation system, the water supply
may not be sufficient to meet the demands of a lawn or landscaped area during peak water demand
months. This problem can be overcome by either of two solutions: add additional fresh -water make-
up to the system during the growing season to supply the needed water for plants in question; or split
the system into two or more fields with necessary valves and only use one of the fields during the
peak water demand months and alternate the fields during winter months or extremely wet periods,
or use both fields simultaneously if the pump capacity will so allow.
74

TABLE 1. MINIMUM SURFACE AREA GUIDELINES TO DISPOSE OF 100 GPD OF
SECONDARY TREATED EFFLUENT
Soil
Absorption
Rates
Design
Hydraulic Loading
Total
Area Required
Est. Soil
Hydraulic
Soil
Class
Soil
Type
Peru. Rate
minutes/in
Conductivity
inches/hr
Rate
gal/sq. ft. per
sq. ft./100 gallons
day
per day
I
Coarse sand
<5
>2
1.400
71.5
I
Fine sand
5 - 10
1.5 - 2
1.200
83.3
II
Sandy loam
10 - 20
1.0 - 1.5
1.000
100.0
II
loam
20 - 30
0.75 -1.0
0.700
143.0
III
Clay loam
30 - 45
0.5 - 0.75
0.600
167.0
III
Silt - clay loam
45 - 60
0.3 - 0.5
0.400
250.0
IV
Clay non -swell
60 - 90
0.2 - 0.3
0.200
500.0
IV
Clay - swell
90 - 120
0.1 - 0.2
0.100
1000.0
IV
Poor clay
>120
<0.1
0.075
1334.0
Dispersal field area calculation:
Total square feet area of dispersal field = Design flow divided by loading rate
Table 1 shows the recommended hydraulic loading rates for various soil conditions, using a safety
factor of at least 12 with regard to the equilibrium saturated hydraulic conductivity rate of the soil.
These loading rates assume a treated effluent with BOD and TSS values of less than 30 mg/1 is
produced in the pre-treatment system and that any anomalies such as iron bacteria have been
removed prior to dosing.
NOTE, S
1) The above chart is provided as a guide only. States and Counties may have regulations that
are different. Check your State guidelines and consult with your local health department.
2) Problems with drip dispersal fields occur when soils are misinterpreted. If in doubt, choose
the more restrictive soil type from the table above.
3) "Soil type" should be based on the most restrictive layer within two feet of the dripline. In
many soils 1-ft. vertical separation from the limiting layer has proven successful with
secondary treated effluent. Geoflow recommends you follow State and Local guidelines.
4) Table 1 above, with only minor modifications over the years, has served us well since 1990
with tens of thousands of systems operating successfully based upon this data. However,
thanks to work by Jerry Tyler and his associates at the University of Wisconsin -Madison
soil structure has become better understood and can now be used as a comprehensive tool
to determine optimal hydraulic loading rates.
75'

Soil Textures
Soil .Structure
Maximum Monthly Average
BOD5> 30mg/L<220mg/L BOD5<30mg/L
TSS>30 mg/L<150 mg/L TSS<30mg/L
(gallonsla2/day) (gallons/ft2lday)
Course sand or coarser
N/A
0.4
1.6
Loamy coarse sand
N/A
03
1.4
Sand
N/A
0.3
1.2
Loamy sand
Weak to strong
0.3
1.2
Loamy sand
Massive
0.2
0.7
Fine sand
Moderate to strong
0.3
0.9
Fine sand
Massive or weak
0.2
0.6
Loamy fine sand
Moderate to strong
0.3
0.9
Loamy fine sand
Massive or weal:
0.2
0.6
Very fine sand
N/A
0.2
0.6
Loamy very fine sand
N/A
0.2
0.6
Sandy loam
Moderate to strong
0.2
0.9
Sandy loam
Weak, weak platy
0.2
0.6
Sandy loam
Massive
0.1
0.5
Loam
Moderate to strong
0.2
0.8
Loam
Weak, weak platy
0.2
0.6
Loam
Massive
0.1
0.5
Silt loam
Moderate to strong
0.2
0.8
Silt loam
Weak, weak platy
0.1
0.3
Silt loam
Massive
0.0
0.2
Sandy clay loam
Moderate to strong
0.2
0.6
Sandy clay loam
Weak, weak platy
0.1
0.3
Sandy clay loam
Massive
0.0
0.0
Clay loam
Moderate to strong
0.2
0.6
Clay loam
Weak, weak platy
0.1
0.3
Clay loam
Massive
0.0
0.0
Silty clay loam
Moderate to strong
0.2
0.6
Silty clay loam
Weak, weak platy
0.1
0.3
Silty clay loam
Massive
0.0
0.0
Sandy clay
Moderate to strong
0.1
0.3
Sandy clay
Massive to weak
0.0
0.0
Clay
Moderate to strong
0.1
0.3
Clay
Massive to weak
0.0
0.0
Silty clay
Moderate to strong
0.1
0.3
Silty clay
Massive to weak
0.0
1 0.0
TABLE 2 DRIP LOADING RATES CONSIDERING SOIL STRUCTURE.
Table 2 (above) is taken from the latest State of Wisconsin code and reflects Jerry Tylers work.
-76

4. DEPTH AND SPACING
WASTEFLOW systems usually have emitter lines placed on 2 foot (600 mm) centers with a 2 foot
emitter spacing such that each emitter supplies a 4 sq. ft (0.36 m2) area. These lines are best placed
at depths of 6-10 inches (150 - 250 mm) below the surface. This is a typical design for systems in
sandy and loamy soils with a cover crop of lawn grass. Closer line and/or emitter spacing of 12
inches is used on heavy clay soils or very coarse sands where lateral movement of water is restricted
Using closer spacing should not reduce the size of the field.
5. SOIL LAYERS AND TYPES
The shallow depth of installation is an advantage of the subsurface dripfield since the topsoil or
surface soil is generally the most biologically active and permeable soil for accepting water. The
topsoil also dries the fastest after a rainfall event and will maintain the highest water absorption rate.
The quality and homogeneity of the soil may present a problem. If the soil was not properly prepared
and there are pieces of construction debris, rocks and non -uniform soils, it is very difficult to obtain
uniform water spread. In many cases, particularly if the soil is compacted, soil properties can be
greatly improved by ripping and disking.
6. ADDING FILL TO THE DISPERSAL FIELD
Some dispersal sites require additional soil be brought in for agronomic reasons or to increase
separation distances from the restrictive layer. Restrictive layers stop or greatly reduce the rate of
downward water movement, as a result surfacing may occur during part of the year. In soils with
high water tables treatment is minimized due to a lack of oxygen.
Placing drip lines in selected fill material above the natural soil provides an aerated zone for
treatment. Dispersal however still occurs in the natural soil and the field size must be based on the
hydraulic capability of the natural soil to prevent hydraulic overload.
Any time fill material is to be used, the area to receive the fill should have all organic material
removed or it must be incorporated into the natural soil to prevent an organic layer from forming and
restricting downward water movement.
The fill material should be applied in shallow layers with the first 4 to 6 inches incorporated into the
natural soil to prevent an abrupt textural interface. Continue this process until all fill has been
incorporated.
The fill area should be left crowned to shed surface water and may need diversion ditches or some
other devices to prevent surface water from infiltrating. The entire fill area should have a vegetative
cover to prevent erosion. If possible allow the fill to set at least seven to ten days before installing
WASTEFLOW dripline.
It is generally agreed that fill should not be used on slopes greater than 20%.
7. HIGH POINTS, SIPHONING AND SLOPES
A potential problem with buried drip fines is siphoning dirt into the emitters when the pump is
switched off. For this reason:
a. Drip lines should have a fairly constant slope. Run dripline along a contour.
b. At least one vacuum breaker should be installed at the highest point in each zone.
c. Avoid installing lines along rolling bills where you have high and low points along the
same line. If this is the case, connect all the high points together and install a vacuum
breaker on the connecting line. (See Geoflow detail 602).
d. Drip lines should be connected at the end to a common return line with a flush valve.
7%

8. EXCESSIVE ELEVATION DIFTERE, NCES
WASTEFLOW Classic If the level variation within a WASTEFLOW Classic zone exceeds six
feet, individual pressure regulators should be placed for each six-foot interval.
WASTEFLOW PC WASTEFLOW PC can tolerate very large height variations provided the
pressure remains within the 7 to 60 psi range, and preferably within 10 to 45 psi.
At the end of each dosing cycle, water in the dripline will flow down to the bottom lines within the
drip zone. This is called "lowhead drainage". On a slope site Geoflow recommends installing short
manifolds with fewer lines and longer dripline runs. If unsure, a maximum of 1500 ft of Geoflow
dripline within each zone or sub -zone can be used as a rule of thumb. Do not exceed 5 lines in a
single zone or sub -zone with a slope greater than 10%. Be sure to open valves fully so manifolds
drain rapidly.
_._._._._._._._..._._._._..._._._..._._... Slope _._._._._._._._.
1 .-._._._._.—._._ Dripline: Many
/Dripline: s are short runs are not
----------long------
----------------------------- 1II preferable ono
slope. ....._._._. slopes.
Manifolds ....................
Manifolds
9. HILLY SITE
Concentrate drip lines at the top of the hill with wider spacing towards the bottom. In the case of
compound slopes consult a professional irrigation designer or engineer.
10. MULTIPLE ZONES
Drip dispersal fields can be divided into multiple zones or subzones with solenoid valves or index
valves for the following reasons:
a. Steep slopes with a risk of lowhead drainage can be subdivided to distribute the water
at system shut -down more uniformly in the field.
b. Smaller zones reduce the required flow per minute which consequently reduces the
size of the pump5, valves, filters, supply and return lines.
c. Subdividing the field is a tool used to achieve the optimum ranges required to
efficiently operate the Vortex filters.
d. If the dispersal field is located in multiple areas on the property.
e. To accommodate varying soils or vegetation on a single site.
Note. On multiple zones, a single Wasteflow Headworks can be used for filtration and flushing by
placing zone valves downstream of the Headworks box. All zones would require a check valve on the
individual flush lines upstream of each line joining a common flush line to keep flush water from
one zone entering any other zone during the flush cycle. (See Geoflow Design Detail No. 588)
If the effluent has not been tluough secondary treatment, then each zone should have a dedicated
filter or Wasteflow Headworks.
79

11. REUSE FOR IRRIGATION
A good vegetative cover is an advantage to prevent erosion from the field and utilize water applied to
the rooting zone. Sites should be planted or seeded immediately after installation. Grasses are
particularly suitable for this application. Most lawn grasses will use 0.25"to 0.35 " (6.3-8.9mm) of
water per day during the peak growing season. This calculates to be about 0.16 to 0.22 gallft2/day.
By over -seeding lawns with winter ryegrass, this use efficiency can be continued through much of
the year. For vegetation using 0.16 to 0.22 gal/ft2/day by evapotranspiration, a sewage flow of 1000
gallons per day would supply the water needs of a landscaped area of 4600 to 6400 sq. ft. without
having to add fresh water. For areas larger than this, the plants will suffer water stress during the hot
months unless additional fresh water is applied.
12. WATER APPLICATION FORMULA
To determine the rate of application for various drip irrigation designs, use the following formula:
Water application (inches per hour) _ (231 x (emitter flow rate gph)) / ((Emitter spacing inches) x
(dripline spacing inches))
Example: Dripline with 1.3 gph flow rate emitters spaced 24"apart and dripline spaced 24"apart.
Water application = (231x/.3)1(24x24) = 0.52 inches of water per hour.
79

2. WINTERIZATION
Buried drip systems are not prone to frost damage because, in their design, vacuum release and drain
valves are provided. The dripline itself is made of polyethylene and not susceptible to freezing. It
drains through the emitters so will not be full of water after pumps are turned off. Please follow these
precautions:
a) Manifolds, supply lines and return lines must be sloped back to their respective dosing or
treatment tanks. These lines need to drain rapidly. Under extreme conditions return and supply
manifolds must be insulated or buried below frost -line. Be sure drain valve on flush line
remains open long enough for entire field to drain.
b) Remove the check valve at the pump.
c) Insulate equipment boxes, including Headworks box or filter and field flush valve boxes as
well as zone dosing valves, pressure regulator and air vacuum relief valves. Use closed -cell
insulation such as Perlite in a plastic bag.
d) In severe freezing conditions, use heat tape or small heater in the Headworks box.
d) The top of air vacuum relief valves must be no higher than soil surface.
e) If using an index valve to split field zones, be sure it is capable of self -draining.
f) WASTEFLOW lines will self -drain through the emitters into the soil. If the cover crop over the
dripfield is not yet adequately established, add hay or straw over the field for insulation.
g) Mark the valve box with a metal pin so you can find it in the winter when covered in snow.
h) If using manual filter flush valves or manual field flush valves, they should be left cracked
open slightly to provide for rapid drainage of the flush line in freezing conditions.
i) Fields dosed with relatively small quantities of effluent are more likely to freeze than those
dosed with design quantities. If winter use is less than summer use, then only use proportional
number of fields to maintain water application rates in the field being dosed.
El

SYSTEM MAINTENANCE:
The best way to assure years of trouble free life from your system is to continuously monitor the
system and to perform regular maintenance functions. For large systems or systems with a BOD >
30 mg/1 automation of maintenance is essential. For smaller systems with a BOD < 30 mg/l
inspection and maintenance should be performed every six months.
ROUTINE AND PRE' VENTATIVE MAINTENANCE
1) Remove the spin filter and install a clean cartridge. Clean the used filter cartridge back at the
shop with a pressure hose. The filter cartridge should be cleaned from the outside inwards. If
bacteria buildup is a problem we advise first trying lye, and if the problem persists, soak the
filter cartridge in a chlorine bath - a mixture of 50% bleach and 50% water.
2) Open the field flush valve and flush the field for 3-5 minutes by activating the pump in
"manual" position. Close the flush valve. On automatic solenoid valves the manual bleed lever
should always be in the horizontal position and the dial on top should be free spinning.
Clockwise rotation closes valve
3) With the pump in the "manual" position, check the pressure in the drip field by using a
pressure gauge on the schraeder valve located on the air vents and by reading the pressure
gauge located in the Wasteflow Headworks box, The pressure should be. the same as shown on
the initial installation records. On systems with manual flush valves, close the field flush valve
completely and then open the valve slightly until there is a 1-2 psi drop or design pressure is
reached. This will allow the field to drain after each dose to prevent the manifold lines from
freezing.
4) Remove the lids on the vacuum breaker and check for proper operation. If water is seen
leaking from the top of the vacuum breaker, remove the cap of the vacuum breaker and press
down on the ball to allow any debris to be flushed out. Be careful not to come in contact with
the effluent.
5) Turn off the pump and reset the controller for auto mode.
6) Periodically remove and clean the air vents, field flush and filter flush valves.
7) Visually check and report the condition of the drip field, including any noticeable wetness.
8) Treatment and distribution tanks are to be inspected routinely and maintained when necessary
in accordance with their approvals.
9) Record the elapsed time meter, pump counter, override counter, high-level alarm and power
failures. This information can be obtained from the controller.
01

W
A
S
T
E
F
L
O
W
P^
C
WASTEFLOW PC 0.53 GPH
WFPC16-2-24 WASTEFLOW PC 24"/ .53gph
WFPC16-2-19 WASTEFLOW PC 18"/.53gph
WFPC16-2-12 WASTEFLOW PC 12"1.53gph
Alternative spacing, flow rates and diameters available upon request
NVFPC16-2-24
Pressure
Head
WPFPC16-2-18
WFPC16-2-12
7-60 psi*
16 -139 ft.
0.53 gph
Maximum Length of Run vs. Pressure
Wasteflow PC
Allows a minimum of 10 psi at the end of the line
*Recommended operating pressure is 10-45 psi
Pressure
P
Head
WFPC
16-2-24
WFPC
16-2-18
WFPC
16-2-12
10 psi
23.10 ft.
—
—
—
15 psi
34.65 ft.
321 ft.
260 ft.
174 ft.
20 psi
46.20 ft.
423 ft.
330 ft.
228 ft.
25 psi
57.75 ft
478 ft.
377 ft.
260 ft.
30 psi
69.30 ft.
535 ft.
415 ft.
289 ft.
35 psi
80.85 ft
576 ft.
448 ft.
313 ft.
40 psi
92.40 ft.
613 ft.
475 ft.
330 ft.
45 psi
103.95 ft
651 ft.
501 ft.
354 ft.
50 psi*
115.50 ft
675 ft.
523 ft.
363 ft.
55 psi*
127.50 ft
700 ft.
544 ft.
377 ft.
60 psi *
138.60 ft
727 ft.
563 ft.
403 ft.
Kd = 2.070
60
50
40
S 30
e
20
w 10
Wasteflow PC 0.53 gph.
Pressure Loss vs. length of Dripline
0 100 200 300 400 500 600 700 800
Ddpline Length (feet)
WASTEFLOW PC Specification
The dripline shall consist of nominal sized one-
half inch linear low density polyethylene tubing,
with turbulent flow, drip emitters bonded to the
inside wall. The drip emitter flow passage shall
be 0.032"x 0.045"square. The tubing shall have
an outside diameter (O.D.) of approximately
.64-inches and an inside diameter (I.D.) of
approximately .55-inches. The tubing shall
consist of three layers; the inside layer shall be a
UltraFreth© protection, the middle layer shall be
black and the outside layer shall be purple striped
for easy identification. The dripline shall have
emitters regularly spaced 24"(or 18"or 12")
apart. The pressure compensating emitters shall
be molded from virgin polyethylene resin with a
silicone rubber diaphragm. The pressure
compensating emitters shall have nominal
discharge rates of 0.53 gallons per hour. The
emitters shall be impregnated with Treflan® to
inhibit root intrusion for a minimum period of
ten years and shall be guaranteed by the
manufacturer to inhibit root intrusion for this
period. 0.53 gph WASTEFLOW PC pressure
compensating dripline shall be Geoflow model
number WFPC16-2-24 (or WFPC16-2-18 or
WFPC16-2-12)

V
O
R
T
E
X
F
VORTEX FILTERS
Description
LThe
filters are placed between the pump and
dripfield to screen out any debris.
T
Body - Two-piece threaded housing with O-ring
Eseal.
Molded from high heat ABS and chemical
resistant glass reinforced plastic.
R
Screen - Sintered stainless steel. Sintering is a
S'
process in which three pieces of stainless steel
mesh are transformed into one; a perforated plate,
30m then 150 mesh. Screen collars molded from
vinyl for long life and durability.
Spin Plate and drain - Directional spin plate is
molded of PVC or fiberglass.
Vortex Spin Action - Incoming water is forced
through a directional nozzle plate onto the inside
of the stainless steel screen. A centrifugal motion
starts inside the screen chamber, throwing organic
and inorganic particles outward against the
screen. Gravity, moves the debris down the
screen wall to the 3/4" flush outlet at the base of
the Vortex Filter.
To stay clean, two criteria must be met:
a. Flow into the filter must be within the specified
range to produce a 5 to 8 psi pressure
differential across the filter.
b. The filter flush valve must be partially to fully
open allowing debris to flush away.
Spin
plate
Upper housing
Debris basin
ITEM
NUMBER
SIZE
(MIPT)
FLOW
(GPM)
MAX.
PRESSURE
WIDTH
(thread to thread)
HEIGHT
(with flush port)
SIZE OF
FLUSH PORT
AREA OF
FILTRATION
AP4E-.75F
3/4"
04 - 11
80 psi
6.0"
12.0"
3/4"MPT
23.4 inchesz
AP4E-1F
1.0"
07 - 28
80 psi
6.5"
13.0"
3/4"MPT
28.4 inchesz
AP4E-1.5F-3
1.5"
34 - 42
100 psi
12.0"
15.5"
3/4"MPT
60.8 inchesz
AP4E-1.5F-4
1.5"
45 - 55
100 psi
12.0"
15.5"
3/4"MPT
60.8 inchesz
It A134E-217-3
2.0"
68 - 84
80 psi
12.0"
16.0"
3/4"MPT
60.8 inches=
AP4E-2F-4
2.0"
90 - 110
80 psi
12.0"
16.0"
3/4"MPT
60.8 inches-
CL

3/4" Filter
Specification
The Y filter body shall be molded from
glass reinforced engineering grade black
plastic with a 3/4 inch male pipe thread
(NUPT) inlet and outlet. The two piece
body shall be capable of being serviced by
untwisting and shall include an O-ring seal.
An additional 3/4 inch NM outlet shall be
capable of periodic flushing. The 150-mesh
filter screen is all stainless steel, providing a
23.4 square inch filtration area. The screen
collar shall be molded from vinyl. The 3/4"
filter shall be Geoflow Vortex Filter model
number ANE-35F.
1 " Filter
a
H
R
a
.p
Q
H
16
12
Flow vs. Pressure
r
,'h,Yl;i}���'rytYws
1�R.rllyr
;
10
Flow in gallons per minute (gpm)
Self cleaning action occurs in shaded area. (4-1 lgpm)
Specification
The Y filter body shall be molded from
^ 25
glass reinforced engineering grade black
a
plastic with a 1 inch male pipe thread
(AMM inlet and outlet. The two piece
20
body shall be capable of being serviced by
y
untwisting and shall include an O-ring seal.
15
An additional 3/4 inch NEFT outlet shall be
capable of periodic flushing. The 150 mesh
p
filter screen is all stainless steel, providing
10
a 28.4 square inch filtration area. The
screen collar shall be molded from vinyl.
A 5
The 1 " filter shall be Geoflow Vortex Filter
model number AP4E-1F.
0
H n
Flow vs. Pressure
t II I W, N�+'
6k
e
I Mg
f IN, ,i
.�PivwVS11 �.'� �`M d1
:!HA1N+�14�55
4C!4�*''Yx
ren Zvi
10 15 20 25 30
Flow in gallons per minute (gpm)
Self cleaning action occurs in shaded area (7-28gpm)
Note: TWo or three 1 "Vortex filters can be used side by side to deliver higher flow rates or to decrease pressure
loss through the filters.

GEO CONTROLLERS
Geo controllers are the brain in the system, utilizing a programmable logic controller (PLC) to activate
the pumps cycles, zone valves and flush valves when needed. See the table below for the control panel
that fits your application.
All Geo controllers have the following built-in log functions:
- Elapsed time meter (ETM)
- Pump events
- Peak timer events
- High level alarm events
- Power failure events
Note: ETM and pump events are recorded whenever contactor is energized.
Float Functions GEO Controllers
Floats Functions
High Level Alarm Float
Float raised - Alamt enable.
Activates the audible and visual alarm when lifted. Audible alarm may be silenced by pressing
the illuminated "PUSH TO SILENCE" button, The audible alarm reactivates after 12 hours if
the alarm condition is not resolved. The alarm light will remain on until the float is lowered.
Secondary Timer On/Off Float
Float raised - Peak Timer enable.
The Peak timer will cycle the pump(s) more frequently. The Peak Timer function will remain
active until the Primary Tuner enable float lowers. When the Peak Timer function has been
completed and the Primary Timer enable float is reactivated, normal timer operation will
resume.
Primary Timer On/Off Float
- Tuner enable.ary
Timer will control pump cycles, begiming with llte off cycle. Note: On duplex
he pumps will alternate with each timer cycle.
Redundant Off & Low Level
Fraisedised
ised - Pump enable.
alarm float
wered - Pump disable. Flashing visual & audible alarm enable.
a secondary off float that will prevent the operation of the pump if the water level in the
ts too low. Pumping will be disabled in both the automatic and manual modes. This
so activates the visual and audible alarms. Audible alarm may be silenced by pressing
the illuminated "PUSH TO SILENCE" button. The audible alarm reactivates after 12 hours if
the alarm condition is not resolved. The Flashing alarm light will remain on until the float is
raised. When raised, tins float will enable operation of the pump.

G
E
O
C
0
N
T
R
O
L
L
E
R++
S
Choose a GEO controller:
Step I: Number of zones in
dispersal field.
Single zone.
- Go to GEO1 table below.
TWo to four zones.
- Zones activated hydraulically with indexing valves. Go to GEO 1 table.
- Zones activated electrically with solenoid valves. Go to GE04 table.
Five to eight zones.
- Zones activated hydraulically with indexing valves. Go to GEO1 table.
- Zones activated electrically with solenoid valves. Go to GE08 table.
More than 8 zones.
- Zones activated hydraulically with indexing valves. Go to GE01 table.
- Zones activated electrically with solenoid valves. Special order.
- Zones activated with index & solenoid valve combinations can be
accommodated. Please call Geoflow, Inc.
Step 2: Voltage.
Determine the required pump voltage.
115vac (max 3/4hp; 1phase pump) or 230vac (max 2hp; 1phase pump).
Pumps must have internal capacitors. Any pumps requiring external capacitor kits will be special
order. Capacitor kits and dimensions must be, provided by pump manufacturer.
Step 3: Number of pumps.
Choose one pump (simplex) or two pumps (duplex).
Step 4. Flushing operation.
Choose manual or electronic field and filter flushing. Geoflow requires all direct septic systems
use electronic flushing. (Manual flushing not available on GE04 or GE08 panels).
GEO I Table
GE 4 Table
GEO 8 Table
Step 1
Step 2
Step 3
Step 4
Part Number
GEOI
115vae
Simplex
Manual.
Geol-115v-Sim-Man
Auto
Geol-115v-Sim-Aut
Duplex
Manual
Geol-115v-Dup-Man
Auto
Geol-115v-Dup-Aut
230vac
Simplex
Manual
Geol-230v-Sim-Man
Auto
Geol-230v-Sim-Aut
Duplex
Manual
Geol-230v-Dup-Man
Auto
Geol-230v-Dup-Aut
Step 1
Step 2
Step 3
Step 4
Part Number
GE04
115vac
Simplex
Auto
Geo4-115v-Sim-Aut
Duplex
Auto
Geo4-115v-Dup-Aut
230vac
Simplex
Auto
Geo4-230v-Sim-Aut
Duplex
Auto
Geo4-230v-Dup-Aut
Step 1
Step 2
Step 3
Step 4
Part Number
GE08
ll5 vac
Simplex
Auto
Geo8-115v-Sim-Aut
Duplex
Auto
Geo8-115v-Dup-Aut
230 vac
Simplex
Auto
Geo8-230v-Sim-Aut
Duplex
Auto
Geo8-230v-Dup-Aut

GE01 MANUAL CONTROLLERS
The Primary Timer (float 2-activated) controls the pump dose cycle during normal operating
conditions. During high flow conditions the pump dosing cycles will be controlled by the Peak
Timer (float 3 - activated). The Peak Timer off is typically set to trigger more frequent flow than the
Primary Timer off setting.
If duplex pump option is chosen, the pumps are alternated every pump cycle and never operate
simultaneously. There is a selection switch for pump 1, pump 2 or alternation. This allows one pump
to be taken out of service for maintenance without affectihg the operation of the system.
Pump dosing cycles are controlled by the timers when the H-O-A switch is in the auto position.
Under normal conditions the Primary Timer (float 2) will control the pump(s). During high flow
conditions, the Peak Timer (float 3) will control the pump(s). The Peak Timer will cycle the pump
more frequently than the Primary Timer (field adjustable). The pump will dose for the same amount
of time as it does when operated by the Primary Timer but the time in between doses, or the Peak
timer "off time", will be 75% of that of the Primary Timer "off time". Factory settings (field
adjustable) are 1 hr 55 minutes off and 5 minutes on for Primary Timer and Peak Timer is set to 1 In
25 minutes off (1 hr 55 mins x 75%) and 5 minutes on. Consequently peak doses are more frequent
than normal.
Hydraulically activated zone valve(s) will index each time the PLC calls for a dose. Each time the
pump is called for another zone is dosed. The controller does not dose all zones sequentially as
"one" dose and ignores the fact that there are multiple zones for the purpose of dosing. For example
if the Primary Timer is programmed to be off for I hour, on for 5 minutes and there are four zones,
each zone will get 6 doses - five minutes in length - in a 24-hour period. The controller will dose a
single zone every hour and will not dose all zones every hour.
GE AUTOMATIC CONTROLLERS
The Primary Timer (float 2 activated) controls the pump dose cycle during normal operating
conditions. During high flow conditions the pump dosing cycles will be controlled by the Peak
Timer (float 3 activated).
If duplex pump option is chosen, the pumps are alternated every pump cycle and never operate
simultaneously. There is a selection switch for pump 1, pump 2 or alternation. This allows one pump
to be taken out of service for maintenance without affecting the operation of the system. The Vortex
Filter flush valve will open for 15 seconds (field adjustable) at the end of the pump cycle to allow
the filter to self -flush. When the vortex filter flush is complete, the filter flush valve will close and
the system drain function will begin.
Pump dosing cycles are controlled by the timers when the H-O-A switch is in the auto position.
Under normal conditions the Primary Timer (float 2) will control the pump. During high flow
conditions, the Peak Timer (float 3) will control the pump. The Peak Timer will cycle the pump
more frequently than the Primary Timer. The pump will dose for the same amount of time as it does
when operated by the Primary Timer but the time in between doses, or the Peak Timer "off time",
will be 75% that of the Primary Timer "off time". Factory settings (field adjustable) are 1 hr 55
minutes off and 5 minutes on for Primary Timer and Peak Timer is set to 1 hr 25 minutes off (I hr
55 mins x 75%) and 5 minutes on.
Zone valve(s) will open when the PLC calls for a dose or flush. These can be electrically operated
solenoid valves (requires GE04 or GE08) or hydraulically activated index valves (used with
GE01). Each time the pump is called for another zone is dosed. The controller does not dose all
zones sequentially as "one" dose but rather ignores the fact that there are multiple zones for the
purpose of dosing. The total doses of all zones in a 24-hour period must be considered when setting
the "off' timer(s). After the pump is deactivated the electrically activated solenoid flush valve will
remain open for five minutes (field adjustable) to allow for drainage of the supply line and return
line.
If hydraulically activated index valve is used, be sure to drain the supply line in freezing climates.

If hydraulically activated index valves are used in combination with a solenoid field flush valve, a
field setting for number of zones and number of zone valves is available.
Field flush valve will open at the end of the dosing cycle. The pump will continue to run for 5
seconds (field adjustable) to accommodate the opening of this valve. After the pump is deactivated
the field flush valve will remain open for five minutes (field adjustable) to allow for drainage of the
return line in freezing conditions. It is best to clock the length of time it takes the return flush line
G to drain and use this to set your drain time.
The activated zone valve remains open at the end of the dose for same " # " minutes as return flush
E and filter flush valves to accommodate drainage of supply line.
To periodically flush the dripfield, after 10 dosing cycles (field adjustable) the pump will operate for
Q 5 minutes (field adjustable) with the field flush valve open. The field flush cycle will repeat until all
zones have been flushed. This operation will also occur after a power outage. This is achieved by
correctly inputting number of zone valves (if applicable) and number of zones during setting of the
v controller values.
0 GEO Panel Components:
N- Siemen's Logo programmable logic module for timing and controls.
T - Contactor and circuit breaker for pump (I I5VAC; max 3/4hp; 1 phase pump or 230VAC;
Rmax 2hp; 1 phase pump). Pumps must have built in capacitors. (External capacitor kits are
O special order).
- Hand -Off -Auto (H-O-A) switches for pump(s) and valve(s) operation.
L- Connections/contacts for normally closed 24 VAC valves. (Contacts for normally open
L valves may be special ordered.)
E- Elapsed time meter and cycle counter for pump monitoring built in to PLC.
R- Circuit breaker for control power.
�+ - Surge arrestor.
�7 - NEMA 4 X fiberglass enclosure.
- UL listed control panel.
GEO Wiring
- Control voltage input is 115 VAC for all GEO1 and GEO4 panels.
- Output to valve(s) is 24 VAC.
Telemetry and SCADA control systems available. Please contact Geoflow for custom panel
information.
M

AIR VACUUM BREAKERS
Description
Air Vacuum Breakers are installed at the
high points of the WASTEFLOW dripfield
to keep soil from being sucked into the drip
emitters due to back siphoning or
backpressure. This is an absolute necessity
with underground drip systems.. They are
also used for proper draining of the supply
and return manifolds in freezing conditions.
Use one on the high end of the supply
manifold and one at the high point of the
flush manifold and any other high points in
the system.
- Instant and continuous vacuum relief
- Non -continuous air relief
- Seals tight at 5 psi
- Durable, weather resistant
- Readily accessible pressure test point
- Easy to install
- Removable dirt cover
- Maximum flow of 50 gpm
Removable dirt cap -
Pressure test probe seal'
3/4" hose thread
-
Flex vinyl seat
Air relief chamber
Low density ball
Ball retainer
1"IMPS
Air Vacuum Specificatlon
The air vacuum relief valve provides instant
and continuous vacuum relief and non -
continuous air relief. Both the body and the
removable dirt cover shall be constructed
of molded plastic. The body and the dirt
cover shall be connected with a 3/4 inch
hose thread. The ball shall be constructed
of low density plastic and the internal seat
shall be, constructed of vinyl. The air
vacuum relief valve shall seal at 5 psi. Inlet
size shall be a 1 inch male pipe thread. The
air vent shall be Geoflow item number
APVBK-1.
0
F
11

P
R
E
S
S
U
R
E
R
E
G
U
L
A
T
O
R
PMR 20 & PMR 50
Description
The regulators are preset to regulate pressure to
the field. These are recommended with Wasteflow
Classic and optional with Wasteflow PC. This is
the first component of the supply manifold. Under
normal operating conditions, pressure in the drip
lines should be:
10 psi to 45 psi for WASTEFLOW Classic
and WASTEFLOW PC Dripline.
ITEM NUMBER
OUTLET
PRESSURE
FLOW RANGE
MAX. INLET
PRESSURES
INLET SIZE
OUTLET SIZE
PMR-20LF
20 psi
1/10 - 8 gpm
150 psi
3/4"FIPT
3/4"FIPT
PMR-20MF
20 psi
2 - 20 gpm
150 psi
1 "F11'T
1 " FIPT
PMR-20HF
20 psi
10 - 32 gpm
150 psi
1.25"FIPT
1 "FIPT
PMR-50MF
50 psi
2-20gpm
150 psi
10FIPT
1"FIPT
PMR-50HF
50 psi
10 - 32 gpm
150 psi
1.25"FIPT
1"F1PT
PMR-ULTRA
20 psi
12 - 75 gpm
20 - 75 psi
1.5"socket
1.5 "socket
PMR 20 and PMR 50 Specification
Pressure regulator shall be designed to handle
steady inlet pressures of 150 psi and withstand
severe water hammer extremes. It shall handle
flow rates between _ and _ gpm. Flow
restriction shall be negligible until the factory
preset operating pressure of _psi is reached.
Regulating accuracy shall be within +/- 6%. Inlet
size shall be _ FIPT. Outlet size shall be
_FIPT. Pressure regulator shall be constructed
of high impact engineering grade thermoplastics.
Regulator shall be accomplished by a fixed
stainless steel compression spring enclosed in a
chamber separate from the normal water passage.
Each regulator shall be water tested for accuracy.
Preset pressure regulators shall be Geoflow model
no. PMR -_
PMR ULTRA Specification
Pressure regulator shall be designed to handle
steady inlet pressures of 150 psi and withstand
severe water hammer extremes. It shall handle
flow rates between 12 and 75 gpm. Flow
restriction shall be negligible until the factory
preset operating pressure of 20 psi is reached.
Regulating accuracy shall be within +/- 6%. Inlet
and outlet size shall be 1.5"socket. Pressure
regulator shall be constructed of high impact ABS
and delrin materials. Each regulator shall be water
tested for accuracy. Pressure regulators shall be
Geoflow model number PMR-ULTRA.
916

Aummvtiv llralmt
HEADWORKS
Description
Geoflow accessory parts are now available pre -
assembled with either manual or automatic flush
configurations. Each headwork box includes the
following:
- Vortex filter - Filter flush valve
- Field flush valve - Pressure gauge
- Headwork air vent - Headwork box
Wasteflow Headworks Ultra includes flow meter
and pressure gauges across the filter and can be
special ordered with zone valves pre -assembled in
the box.
Note: Air vents, dripline, and fittings are required
to complete the Geoflow disposal system.
Pressure regulators are recommended with
Wasteflow Classic.
Flow Rates
Wasteflow Headworks and Wasteflow Headworks Ultra
Model No.
Min. Flow
Max. Flow
VnW-.75F-AutIMai
4 gpm
11 gpm
WHW-lF-Aut/Man
10 gpm
28 gpm
WHW-1.5F-3-Aut
34 gpm
42 gpm
WHW-1.513-4-Aut
45 gpm
55 gpm
WHW-2F-3-Aut
68 gpm
84 gpm
WHW-2F-4-Aut
90 gpm
110 gpm
Operation
Field and filter flushing can be done manually or
automatically.
Manual Headworks
Both valves should be cracked open slightly at all
times to allow a constant flush. Make sure
pressure at the Headwork gauge is at least 3 psi,
and if not, close the valves slightly to increase
pressure. The valves need to be open fully for a
complete system flush twice a year.
Automatic Headworks
Both valves are activated electrically. Geoflow
recommends using a GEO controller to activate
your flush cycles in the Automatic Headworks.
Mwuvl llcwd k
T

Residential Biotube' Effluent Filters
Applications
Our patented* 4" Biotube Effluent Filters, Biotube Jr., Biotube Insert
Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks.
They prevent large solids from leaving the tank, dramatically improving
wastewater quality and extending the life of residential drainfields.
4"Biotube Effluent Filter
4"Biotube fc
(4"Biotube cartridge available
separately as Insert Filter)
zn.
tisr
8"Base Inlet Filter
r
s`..q,
I
y
,
12"Base Inlet Filter
e �1
1 �,r
,
,r
a
Orencos superior effluent filters resist clogging better than all other brands. Our stan-
dard, full-sized 4"Biotube Effluent Filter provides maximum long-term protection in a
complete package, with housing. Our 4"Biotube Jr., at half the size of our standard
model, has more filtering capacity than the full-sized filters sold by other manufacturers.
For tanks with existing outlet tees, the Jr. Insert Filter is ideal. And for low -profile
tanks, there's the Base Inlet Filter.
Covered by patent numbers 5,492.635 and 4,439.323
To Order
Call your nearest Orenco Systems®, Inc. distributor. For nearest distributor,
call Orenco at 1-800-348-9843 or go to www.orenco.com and click on
"Distributor Locator."
APS-FT-1
Rev. 3.1 ©1103
Orenco Systems-, Inc.
Standard Features & Benefits
Has 5-10 times
more flow area
than other brands,
so lasts many
times longer
between clean-
ings, increasing
homeowner satis-
faction
Installs in minutes
inside new or
existing tanks;
extendable tee
handle for easy
removal
Optional
Features &
Benefits
Alarm available, to
signal the need for
cleaning
Flow modulating
discharge orifices
available to limit
flow rate leaving
tank, mitigating
surges and
increasing
retention time
Custom and
commercial sizes
available
• Easy to clean by
simply hosing off
whenever the tank
needs pumping
• Removes about
two-thirds of sus-
pended solids, on
average, extending
drainfield life
• Corrosion -proof
construction, to
ensure long life
Biotube
Filtering
Process
Effluent from the
relatively clear zone
of the septic tank,
between the scum
and sludge layers,
horizontally enters
the Biotube Effluent
Filter. Effluent then
enters the annular
space between the
housing and the
Biotubes, utilizing
the Biotubes' entire
surface for filtering.
Particles larger than
the Biotube's mesh
are prevented from
leaving the tank.
Orenco Systems°
Incorporated
0..Z"U de, My d"
14brld Dm Mtematd•
v+wxt.orenco.com
www.vericomm.ne t
9_

Nomenclatures
4' Biotube Filter (standard)
00400-❑❑MA-=
or customized options (e.g., NC
indicates North Carolina regions)
Indicates float bracket attached
Indicates flow modulation plate installed
Cartridge height, 28" and 36" are standard
Housing height, 36" and 44" are standard
Indicates filler diameter (inches)
W = fits 3034 outlet pipe
S = fits schedule 40 outlet pipe
P = 1/16" Filtration
Blank = 1/8" filtration
rube emuent filler series
8", 12"Biotube Filter (base inletmodel)
❑❑22-14B❑
TAdd codes for standard options:
A = float bracket
Base inlet model
Cartridge height, 14" smndard
Housing height, 22" standard
Indicates filter diameter (inches)
08 = 8"
12 = 12"
P = 1/16" filtration
Blank = 1/8" filtration
Biotube effluent titter series
4" Biotube Jr (includes cartridge and housing)
❑ ❑ 0418MA-=
—'For customized options (e.g., NC
indicates North Carolina regions)
Indicates float bracket attached
Indicates flow modulation plate installed
Cartridge height (inches)
Indicates filler diameter (inches)
W = fits 3034 outlet pipe
S = fits schedule 40 outlet pipe
P, = 1/16" filtration
Blank = 1/8" filtration
r. series
effluent fitter series
4" Jr. Filter Insert (cartridge only)
Fri ❑ 0418-❑-0
or customized options (e.g., NC
indicates North Carolina regions)
W = Fits 3034 outlet pipe
S = fits schedule 40 outlet pipe
Cartridge height (inches)
Indicates filler diameter (inches)
P = 1/16" Filtration
Blank= 1/8" fillralion
Insert series
Biotube effluent filler series
4" Biotube Effluent 4" Biotube Jr.
Filter
Extendible PVC handle
rainless steel set screv
Top seal plate
—� Air vents --
Biotube® filter cartridge
Distributed By:
base
Filter housing
93

DEVELOPMENT CONSULTING SERVICES, INC.
1401 Aversboro Road, Suite 206
Garner, North Carolina 27529
[phone]
Homeowner's Operation and Maintenance Manual
Wastewater Disposal
Geoflow Surface Drip with Advantex Pre -Treatment
(For general use and knowledge only)
For the Surface Drip Irrigation System
at
Catawba Falls Subdivision Lot 195
t

HOMEOWNER'S OPERATION AND MAINTENANCE MANUAL
This infoU-mation is provided only to insure that the homeowner has general knowledge of the wastewater system
installed �n this site. It in no way implies that the homeowner should take on responsibility of operation and
maintena, ee of the system. This system does require a certified operator properly licensed by the state and also
approved by the manufacturer of the system. It should be understood that the homeowner assumes full
responsibility for conditions or malfunctions caused by the manual operation of the system by anyone other than a
certified pperalor or die manufacturers representative.
Since all'processes in this sewage disposal system use biological activity to treat the wastewater, only typical
biodegradable household wastes are to be disposed of in drains leading to the septic tank. Never dispose of
pesticides, oil or grease based products, cigarettes, eggshells, or any other non -biodegradable, solids (especially
feminine hygiene products) into the system. Minimize disposal of high strength over-the-counter type products such
as bleach, prescription drugs, antibiotics, concenhated armnonia based cleaners, blood, bones, dairy or Inuit
products. All wastewater disposal systems should be treated with proper care and maintenance to insure long -tern
performance.
The maintenance schedule enclosed in this document is provided to help the homeowner understand the system and
recognize the need for timely inspection. Please be reminded that maintenance is to be performed by a certified
operator and repairs by individual's skilled n the particular item of work.
Additional information related to performance, operation and maintenance can be found on the following websites:
http://www.deh.enr.state.no.us/oww/nonoointsource/Dont Flush It PDF
h_ap://www.deh,enr.stale.nc.us/oww/nounoiutsource/Dort Sink ItPDF
wmv.doh.eni.s(ate.ne.us/ow-w/Maiii(eiiance.PDF

DRIP DISPOSAL
Oneratin¢ Reeime
Three (3) mercury float switches shall be located in the pump tank; wide angle low water off/dose enable float, timer
override float, and high water alarm float. The microprocessor [fiat controls pump, dosing, filter back -washing as
system flush operation will be progrananed to commence Field dosing at 180 minute intervals. This will achieve 8
does to the total application field in a 24-hour period. Tile amount of flow to the zones will slightly vary depending
upon the length of the dripper line in each zone, The length of line is designed to apply effluent without exceeding
[lie daily maximum application rate recommended by the Soil Scientist. Inflow into the pump tank will cause (lie
water level to activate the dose enable float switch allowing the pumping cycle to begin upon reaching the next
designated dosing episode.
Pumped field irrigation flow shall pass through a flow meter that will record flow volumes in gallons. Dosing
volume per cycle will be based on gallons passed through the meter or by timed basis, for the estimated average
flow which is less than 600 gpd.
If the "timer override level' float switch is activated, the system will begin its operation of delivering shalt pre-
determined dose volumes to die field zones, in sequence, and will return to normal status once the level has dropped
below the "override condition'.
The microprocessor will also control die periodic backwashing of the vortex filter (100 micron) and the flushing
operation of the various field zones. Filter backwashing shall occur at the beginning of each does cycle. Filter will
also backwash after every power outage. System lateral flushing shall occur when the microprocessor senses
recognition of a pre-set number of dosing cycles (usually once a week). The system shall be configured to allow for
manual initiation of backwashing filters, field zone dosing or flushing. Lateral flushing will also occur after power
outage.
The main pump control panel shall be a NEMA 4x enclosure
Rain_Sensor/Emergericv StoraLe
The wastewater application system shall have installed a rain sensor such as the DPS-100 by Water Watcher, or
equal. Tile sensor shall be capable of measuring rainfall to the extent it will automatically shut down the system
during periods of excessive rainfall. The sensor shall also have the capability of allowing the system to continue
normal irrigation cycle once the rain sensor recognizes it is dry enough to continue normal dosing, In conjunction
with -the -rain -sensor, -the wastewater system shall havo-a minimum -of -five. days. -tank. storagefor the purpose of
allowing the application fields to dry. The field dosing pump tank is to have an alarm system that will automatically
activate when excess effluent accumulates in the tank. The Owner shall be adequately familiar with the system in
order for him/her to recognize the reason for a shutdown situation caused by excess rainfall.

TABLE I
ROUTINE MAINTENANCE SHCEDULE
PERFORMED BY CERTIFIED OPERATOR
ITEM FREQUENCY OPERATION
Septic Tank 3-4 months Check solids accumulation in/exfiltration,
baffle damage, blockages. Check the filter.
3-5 years
Pump septage, if required.
Pump Tanks 3-4 months Check solids accumulation, pump out solids
if required. Check in/oxfiltration. Check for
properly operating floats. Check high water
alarm system.
Equipment & Controls 3-4 months Check float controls & alarms, follow manufacturer's
service requirements.
Force & Mains & 6 months Check for leaks & re -measure flow, if necessary,
Supply Manifolds Check for exposed pipe.
Fields 3-4 months Control vegetative growth for proper inspections.
Check for erosion, ponding or water, surfacing of
effulant.
Media -Filter— 6 months - Measure flow -by -timing draw -down in the processing
Pre -Treatment tank. Check for ponding/clogging.
12 months Sample discharge wastewater. Draw laboratory
samples and report to agencies.

TABLE II
DESCRIPTION OF MAINTENANCE ITEMS
ITEM DESCRIPTION
Septic Tank When solids become concentrated in the septic tank, they will
begin to also settle in the second chamber. When solids reach
1/3 of the liquid level in the first compartment of the tank,
they should be pumped out immediately. When reattaching
the access lids, inspect their seals, replace if damaged.
High Water Alarm Follow all manufacturers' requirements relative to operation
and servicing of the alarm. Malfunction of any electronic
control equipment will probably require outside service for
repair. Check the float controls to see that they remain at the
proper design settings.
Force Mains from
Pump Stations to
Media filters & fields
Pump Station
Equipment Specifications
The route of the force mains should be checked for breakage.
A break in the line would probably show up as a wet area at
the ground surface.
If solids have built up in tanks they should be pumped out.
Check for infiltration at influent pipe and at seams in tank.
All materials relative to the pumps, controls, electrical, filters,
etc., shall be maintained by the owner.
Check the operations of all float switches and check for proper
setting height,. :.
Check the pump operation by manually operating and
observing the flow and calculate draw downs from the tank,

Operational Checldist for Drip Disposal
Field Conditions
Walk the field to determine if wet spots are visible
lI. Control Lights and Manual Switch Positions
L Open the control panel and open the lid to the headwork's unit.
2. Make sure all manual switches are in the automatic position.
3. Microprocessor on; power light and run light
4. Microprocessor input; see owner's manual table
5. Microprocessor output; only when in operation
III. Pump Tank Liquid Level
Check liquid level in pump lank to confirm switch operation. If a float is down, it's light should
be off.
IV. Pump and Valve Operation
1. Place pump "Hand -Off -Auto" switch in the "Hand" position to dead head pump against valves.
The flow meter should not turn, and there should be no leaks.
2. With the pump running, place each zone valve in [lie "hand" (open) position one at a time to check
operation. With the zone valve open, flow should register on the flow meter. When the zone
valve closes (off position), the flow should slop.
3. With the pump "band" position open the filler backwash valve for 10 seconds then close. There
should be no flow registering in the flow meter and you should hear the valves open and close.
4. Return all switch to the automatic position.
V. Extended Check —Zone Dose Rates
1. Open the air release valve boxes and inspect. Make sure they close during dose (they should not
leak water after air is evacuated).
2. Determine how many zones are in operation and the set-up flow rates from the installation records.
3. With the pump in the "Hand" position, select the first zone by placing the zone valve switch in the
"Hand" position. After pressurization lime, check flow rate by reading the flow meter for a timed
minute. Repeat for all zones. If flow varies by more than 10% from the original flow rate,
investigate further to find and correct the problem.
4. After the final zone is checked, place the "Zone Return" valve in the "Hand" position and verify
that the flow rate increased to provide field flushing.
5. Return all switches to automatic position.

OWNER'S MANUAL
GEORLOW DRIP IRRIGATION
WASTEWATER DISPOSAL SYSTEM
When and How to use the manual
This owner's manual should be read cover to cover initially, and then as needed to answer any questions or assist the
owner in fulfilling their maintenance and inspection responsibilities. This manual has been developed for the
specific site and application and should be used as a guide for proper operation and maintenance of the system.
When and Where to call for assistance or get additional infornrntion
If at any time you have a question about the system or observe any alarm or unusual condition, you should call your
qualified service representative or installing contractor as soon as possible. The owner should record in the back of
this manual, the contact name and telephone number of the certified operator and the installing contractor.
Overview of Manual
The manual is organized to cover safety precautions and warnings, and is an overview of the system components
and the owner's responsibility.
Snfety Precautions and Warnings
The owner or operator of the system should take precautions consistent with operators working with sewage and
electricity when working with or around any of the system components.
Electrical Hazards
The system incorporates pump(s), float switches, relays and may electrical components that use 230 volts, 120 volts,
or 24 volts AC. Improper use of equipment can cause an electrical shock and may lead to serious injury or death.
Sewage Hazards
Proper attention should be given to cleanup when working in and around the septic and pump tanks and wastewater
handling equipment to insure that disease causing bacteria are not transmitted to persons or contact surfaces. The
septic and pump tanks can allow for a toxic buildup of poisonous gasses that can lead to serious injury or death if
inhaled.
Heave Lifting Hazards
The owner and/or operator should exercise proper caution when lifting heavy system components. Improper lifling
of -heavy components -can .lead to loss.of limb and/or mobility.. _ . .. .
Overview of Drip Disposal
The system is a unique fluid handling system for dispersal of secondary effluent wastewater in soil systems. The
system incorporates filtration, time and level controlled application, and low rate drip distribution. In conditions
where land application with the use of conventional soil absorption fields are not acceptable, this system o ffers a
unique method for surface distribution of the wastewater effluent.
The system will receive secondary standard effluent from a pre-treahnent unit called Advantex. It is an aerobic and
biological process giving a high degree of treatment to the wastewater. The incoming wastewater is trickled through
a filtering textile media where microbials colonize and ingest the contaminants producing the high quality effluent.
This provides the soil with an almost odorless clear liquid that is easily disposed of.
Since the installation of the field distribution lines causes very little soil disturbance and effluent discharge volume
from each emitter hole is insignificant, the installation of the system has very little site impact. After installation

there are virtually no visible indications that the installation site is being used for disposal purposes. This system is
especially suited for heavily wooded areas for both commercial and residential subdivisions.
The system is operated by a controller that is activated by level sensing devises (standard mechanical differential
float switches) located in a dosing tank downstream from the pre-treatment process. When activated by the rising
level of effluent in the dosing tank, the controller will enable the disposal cycle, and as dictated by the time clock,
pump the effluent through a 100 micron screen filter and [hen to final drip dispersal.
The pump control panel is equipped for three float switches to control the limed doses to be discharged. The float
switches, "Low Water Off/Dose Enable", "Timer Override" and "High Level Alarm" function as follows.
"Low Water Off/Dose Enable" — The water level must be high enough to overcome the (first & bottom)
float in order for the pump to be permitted to run in the automatic mode. When the water level rises high
enough t overcome the float and [he time clock has timed out the preset time delay the pump will activate
and the lead zone is dosed. The pump will continue to run for the length of time as adjusted on the pump
run timer and then shut off. The pump will remain off until the internal time clock again times out the
preset time delay, after which time pump will activate (as long as the "Dose Enable" float is still up) and will
run until the pump run timer finishes it's timed dose, This process will repeal until either the water level
drops to the "Low Water" level or the pump run timer has timed out.
"Timer Override" — If the water level rises to overcome the "Tinter Override' float, the microprocessor
starts the "override" mode of operation. It will send short doses of effluent (field programmable) to each
zone until the "override" condition has been corrected and the water level has dropped below the "Timer
Override" float. This is helpful when extraordinary conditions occur such as unusually high wastewater
flows during holiday periods or large entertainment activities.
"High Level Alarm" — If the water level rises enough to overcome the "High Level" float, the audio/visual
alarm will activate. The audio portion of the alart may be silenced by pressing the Test -Normal -Silence
switch (located on the outside of (lie control panel) to the Silence position. The alarm circuit will latch
until manually reset after the "High Level" float returns to its normal (down) position. The alarm circuit is
manually reset by switching the high level Reset/Off-Normal switch (located inside the control panel on the
inner door) to the Reset position then back to normal.
Drip Tubing
The drip field supply line conveys the effluent to the drip absorption zone that is being dosed where it is discharged
to the soil through a patented chemical -resisting pressure compensating self flushing "drip" emitter. The emitters or
"drippers" are located every two feet in the tubing and emit 0.53 gallons per hour per emitter. The dripper lines are
automatically scoured (forward flushed) approximately one a week. This function is activated by the controller that
opens the field flush valve, thus allowing the flushed effluent to be refiiiiied'to th6 septic tank. The duration on flush
cycle is determined by the volume of effluent in the supply, drip tubing and retunm lines. The duration time is
calculated but also can be field programmable if it is determined that each zone needs to be flushed longer. The
flushing cycle produces a high velocity cleansing/scouring action by the effluent along the inside walls of the
dripper tubing, PVC manifolds and emitters.
The construction of the drip tubing is unique in that the internal diaphragm construction provides for an exact
amount of effluent to be discharged front each of its emitters which are spaced at two feet intervals along the entire
length of the drip tubing. Each emitter maintains a constant flow over pressure ranges of 7 up to 60 psi. Because
the effluent is distributed over large area during controlled periods of time without saturating the surrounding soil.
The Geoflow brand drip tubing is coated on the inside with a bactericide, Ultra Fresh DM-50, to inhibit bacterial
growth on the walls of the tube and in the emitter, eliminating the need to scour the dripline with velocities
exceeding turbulent flow. Each emitter has ROOTGAURD protection, a patented process that prevents roots from
entering the emitters. The active ingredient, Treflan, is impregnated into the emitter during the molding process to
direct root growth away from the emitter and it is non -toxic.

Air Release Valves
The drip field return line conveys the effluent from the drip absorption zone (used to "flush" or the clean tubing)
back to the septic tank. Each zone will have an air release valve housed in a small valve box at the highest point of
the return manifold pipe in each zone. The valve will close when the water pressure arrives at the valve during each
dose. The air release valve allows air to reenter the tubing after each dose to allow the tubing to drain. This also
prevents the uphill tubing from draining water into the downhill tubing and overloading downhill tubing.
In the event of damage to the air release valve, effluent may leak from the system. This condition should be fixed
immediately by replacing damaged parts. Air release valves should not be covered with soil or other material and
should always be accessible to the service personnel.
Controller
The controller is enclosed in an outdoor electrical control box located near and connected to the pump, the float
switches, and the electronic valves of the system. The control panel uses 230 volt power and the microprocessor has
120 V and 24 V AC inputs and relay outputs for automatic operation of the system. When in the "Hand" or "Off'
position, the manual switches (Hand -Off -Auto) on the door of the control panel, completely bypass the
microprocessor. The "Hand" position will allow manual operation of the entire system ht the event of a
microprocessor failure or during service interval. NOTE: THE HOMEOWNER ASSUMES FULL
RESPONSIBILITY FOR CONDITIONS OR MALFUNCTIONS DUE TO MANUAL OPERATION OF THE
SYSTEM BY ANYONE OTHER THAN A QUALIFIED SERVICE REPRESENTATIVE. LEAVING THE
PUMP CONTOL IN THE "HAND" POSITION WILL FORCE THE PUMP TO RUN CONTINUOUSLY AND
MAY RESULT IN PUMP FAILURE.

CONTROL PANEL WITH ALARM
NOTES: ELECTRM SYSTEM COMPONENTS SH4L DE M51M ED TO MEET
OR EXCEED MINIMUM AEOUWCYENTS SPECIFIED IN THE
ELECTRIC& COME.. ILL MANG SHA BE /n MARINA, MID
RATED FOR OIOECT RUTTY. PROVIDE DIMDIM AS ACQUIRED,
AND PROVIDE 30- MDDMUM OURT ON CIBLES. PROVIDE ONE GO
AMP, MOLE POLE. 000 VOLT (ALCLAT ARMED TOR PUMP),
AHD DIRE 00 AMP. SINGLE POLE, 115 VOLT CVAUT TAMER
(POR N M) IN MMN PMM
To silence alarm: On outside
of control panel push "Test -
Off -Silence" switch to
"Silence" and release.
To Reset alarm: After alarm
float goes down, on inner
door place "Reset -Off -
Normal" switch to `Reset"
position, then back to
"Normal."
Manual Operation: Place "H-
O-A" (hand -off -auto) switch
to "Hand". This position is
like an "on" switch and
should operate the individual
component regardless of
other conditions.

I ---------------------------------
I
-I
, ,
I
I FLOW METER
I
RETURN TO
SEPTIC TANK
FIELD FLUSH nn
I
VALVE V
I
n
ll
FIELD PRESSURE
©
I
I
I
I
FILTER FLUSH
I
FIELD FLUSH
POST —FILTER
VALVE
RETURN PIPING
PRESSURE
®
PRE —FILTER
PRESSURE
I 0
VORTEX
j FILTER
I
�— ZONE i
CONTROU
,
VALVES
TREATED
�—
EFFLUENT
--
NOTES:
1.
FILTER SHOWN ROTATED 90'
FOR CLARITY.
DISTRIBUTION PIPING
2.
ALL PIPING AND FITTINGS IN
TO VARIOUS ZONES
THE HEADWORKS UNIT ARE
V SCH. AO PVC.
Headworks Unit
The submersible pump delivers pre-treated, secondary quality effluent to a final 150 mesh (100 micron) vortex
screen filter. The filter flushing schedule is triggered at the beginning of each dose cycle. The accumulated
impurities discharge back into the septic tank. The flush procedure lasts approximately thirty seconds (field
programmable) then the flushing valve closes. Effluent will then be pumped through the vortex filter, then through
the'flow meter afid-finally through the outlet manifold to the drlp'fleld zone supply lines.
OWNERS RESPONSIBILITY
Preventive Maintenance
The drip field area should not be used for any other purpose. Under no conditions are any structures, automobiles,
or heavy machinery to be allowed on the side.
In order to prevent erosion, the site should be established and maintained as a healthy lawn, or if wooded, the site
should be mulched and stabilized. Erosion of the site and the adjacent areas should be controlled and eliminated.
Surface water flows must be diverted away from all components of the system.
Scheduled Inspections
The drip field should be walked and inspected at least once a month for the First twelve months of operation. After
twelve months of operation without showing symptoms of failure, the drip field should be walked and inspected

quarterly. Symptoms to look for on the walk through inspection are patches of wetness. If symptoms are identified,
notify your certified operator immediately.
The tanks, pre-treatment system, and all controls should be inspected according to the "Maintenace Schedule' by a
certified operator. The septic tank should be pumped when the sludge level reaches 1/3 the liquid level of the septic
tank.
Alarms — Notifying Certified Operator of Alarms/);vents
The system contoller is equipped with an audible/visual alarm to warn of high water level condition. The high
level alarm may be silenced by pressing the "silence" button on the side of the control panel. Since a high water
level condition can be caused by pump failure, excessive infiltration, or an unusually large peak flow, the owner
Should call the system operator to determine the cause of the alarm prior to requesting service.
If at any time there are any indications of failure such as wetness in the drip field area or the tank area, notify your
system operator immediately.
Monitor & Regulate Waste Input to Seude Tanks
Since all processes in this sewage disposal system use biological activity to treat the wastewater, only typical
biodegradable household wastes are to be disposed of in drains leading to the septic tank. Never dispose of
pesticides, oil or grease based products, cigarettes, eggshells or any other non -biodegradable solids (especially
feminine hygiene products) into the system. Minimize disposal of high strength over-the-counter type products such
as bleach, and don't use colored toilet tissue. All wastewater disposal systems should be treated with proper care
and maintenance to insure long-term performance.
GENERAL REQUIREMENTS
The system controller monitors the liquid level in the pump tank. In the event of a high-level alami or peak dose
enable condition, an alarm will sound. Contact the system operator.
The owner understands that as a condition of any warranties, the manufacturer may monitor the system during the
warranty period for flow, peak dose enable conditions, high-level alarm conditions, and other mechanical functions
that result in a high level alarm.
The owner shall provide to the system operator such access to die property and system as is reasonably necessary to
comply with the terms of this agreement. As soon as an alarm condition occurs, die owner shall notify the system
operator which condition occurred, the nature of the condition, and where the system is located. The owner
understands and will hold the installer, the operator, and manufacturers harmless for alarm conditions and other
events beyond their control. The installer, system operator, or distributor slrallnot be responsible for damages
caused by any type of system failure or for soil suitability, damage due to construction, use, acts of God, or other
events. Note: In the event of a power, pump, or other mechanical failure, the system should be designed to provide
at least an additional 5 days of storage capacity.

GENERAL DRIP DESIGN DEFINITIONS
Run
One continuous length of tubing run along contour
connected to a supply manifold, return manifold,
or another run.
Lateral
One run or a series of runs connected at one end to
a supply manifold and connected at the other end
to a return manifold.
Field Flushing
The routine maintenance act of cleaning drip
tubing by opening the field flushing valve and
creating scouring velocities in the tubing to
remove solids which may lu an emitter.
Flow Equalization
Storage of effluent peak flows to provide for equal
time dosing of dripper lines. It is designed into the
system by distance between the pump enable float
and the high level alarm float.
Mechanical Filtration
Screening of the effluent to prevent emitter
lugging.
Supply Manifold
The supply pipe feeding effluent to a zone to
which laterals are connected.
Return Manifold
The pipe carrying field flushing wastewater from a
zone.
Dripper Line Loading Rate
The amount of effluent dispersed by the dripper
line. The effluent is generally described in units
such as gallons per day of water and pounds per
da of contaminant (FOG, HOD, solids, etc.
Setback
The horizontal seperation distance from receiving
environment limitations (f.e, the distances from
property lines, neighboring houses, streams, etc.
Monitoring
Periodic ins ection of the system performance,.
Pretreatment
Conditioning of effluent prior to dispersal by drip
system.
Draindown
Effluent draining by gravity into the lower lines of
the s stem after the pump has shut off.
Control Panel
Electromechanical interface used to operate the
system•: •The coarol periel-can 6e tised in either
automatic or manual mode.
FOG
Acronym for "fats, oils, andgrease"

DRIP DISPOSAL MATERIAL SPECIFICATIONS
VORTEX SCREEN FILTER
The vortex filter shall be two-piece, molded for high heat ABS and chemical resistant glass reinforced plastic with
two I" NPT male end connections. The filter screen shall be of sintered stainless steel (sintering is a method of
transforming three pieces of stainless steel into one). The final mesh size is 150 or 100 microns. The screen collars
are molded from vinyl for long life and durability. The spin plate is molded of PVC or fiberglass. Incoming water
is forced through a directional nozzle plate onto the inside of the stainless steel screen. A centrifugal motion starts
inside the screen chamber, throwing organic and inorganic particles outward against the screen. Gravity moves the
debris down the screen wall to the'/" flush outlet at Ilse base of the vortex filter.
DRIPPER TU➢IN G
The dripper tubing shall be Geoflow's "Wasteflow PC" pressure compensating dripper line for wastewater. The
tubing shall have nominal discharge rates of 0.53 gallons per hour from a pressure range of 7 to 60 psi. The tubing
shall be V ' linear low -density polyethylene, with turbulent flow, and drip emitters bonded to the inside wall. The
inside layer of the tubing shall be a bactericide protection (Ultra -Fresh DM 50, tin -based formula) and the emitters
shall be impregnated with Treflan to inhibit root intrusion. A ten year warranty against root intrusion is given by the
manufacturer. Tubing "spin lock" end connections and splice connections shall be manufactured specifically for the
tubing and for connection to standard schedule 40 adapters.
AUTOMATIC CONTROL VALVES
The automatic control valves shall be solenoid activated dual ported diaphragm valves by Weathennatic. The body
and cover shall be glass -filled high strength plastic. The metal pails shall be stainless steel; the diaphragm shall be
nylon -fabric reinforced ➢una-N rubber. These valves operate electrically to open and close. The dual ported
diaphragm greatly minimizes clogging. In operation, the diaphragm pods constantly Flex, inhibiting sand, silt and
debris from blocking the valve action. The solenoid is completely waterproof and complies with NEC Class Il
circuit requirements for24 V a.c. operation.
GRAVITY PIPING
All gravity piping shall be schedule 40 PVC as a minimum. Fittings shall be schedule 40 PVC suitable for
underground installation. All joints shall be solvent welded with the use of primer and heavy duty PVC glue.
NON -DRIPPER LINE PRESSURE PIPING
All non -dripper line pressure piping shall be pressure rated schedule 40 PVC. Rigid piping shall be standard ASTM
1120 for use with solvent welded schedule 40 fittings. Flexible piping shall be schedule 40 PVC flex pipe for use
with pressure fittings.
FLOAT SWITCHES
Float switches for.level indication and control shalLbe,.encapsulated nteehanicpl on_p}ercury differential micro-.
switches.
GENERAL VALVES
All gate, ball, globe, and check valves shall be schedule 40 minimum. Check valves shall be of the swing check
design and resistant to wastewater characteristics.
PIPING DISCONNECTS
Piping disconnects shall be schedule PVC unions, minimum schedule 40.
AIR RELEASE VALVES
Air release valvesshall be resilient seat "pop-up" type air release valves for use with filtered effluent.
WIRE SPLICES
Wire splices shall be installed, where applicable, in suitable wire splice pull boxes with waterproof connections for
access to splice connections. The boxes shall have structural capacity for in ground installation and light vehicle.
yard care traffic.

SPECIAL DRIP EQUIPMENT
All non -specified drip equipment shall be as supplied by B.B. Hobbs Company, Inc., including the controls,
headworks unit, pumps, and specialty fittings.
PIPE BEDDING
In -ground piping shall be installed according to local codes, Piping shall be installed on original soil or suitably
compacted fill or gravel bedded excavations on original soil.
PUMP MAINTENANCE AND TROUBLE SHOOTING
Pump Maintenance
Pump maintenance is minimal and generally consists of periodically inspecting the electrical cord and the
mechanical seat lubricant. The pump cord should be visually inspected for sharp bends whenever the pump tank is
opened for maintenance. The mechanical seal lubricant should be checked when the pump is pulled for performance
reasons.
Pump Trouble Shooting
Refer to the table below if problems are experienced with the pump.
ad or Circuit
vvnen rtoLVr rs OL01 r.nu
Check the line voltage terminals
In the control box (or connection
box In the case of the two -wire If the voltage Is Incorrect,
models) with a voltmeter. Make contact the power
sure that the voltage is within company to correct.
the minimum -maximum range
orescrlbed by the manufacturer.
Check out all motor and power-
i
line wiring In the control box,
I ,
following the wiring diagram
Rewire any Incorrect
'R
found inside the box. See that
circuits. Tighten loose
r,
54, P
all connections are tight and
connections. Replace
]lip
short circuits -exist---
worn wires:- •-
.i
because of worn Insulation,
crossed wires or other factors.
V: t ahrat
Check all control box
�t'4piIt; components to see that they are Replace any Incorrect
y. 5 , `; the type and size specified for components with the
�`• �^�af�i-1 the pump In the manufacturer's component with the size
eb1pUI'SpTrhgc
ip literature. In previous service and type recommended
-7.1- work, the wrong components by the manufacturer.
may have been Installed.
c:-befeEtl9e Using an ohmmeter, X1000
StaFtil� ` scale, determine the resistance Replace defective starting
6 pacltdr` across the disconnected starting capacitor.
(sklo'fdr two capacitor. When contact is

wire models) mp'the ohmmeter ri
toward 0, and then drift
back slowly toward infinity. No
movement indicates an open
• ';:• ,; ; capacitor. Low resistance means
,rt )xs that the capacitor Is shorted.
ik,Dg`ctlV'd Using an ohmmeter, check the If the coll resistance is
°;I'ft� relay coil and contacts. Their Incorrect or contacts
E�wrp�Z„", resistance should be as shown defective, replace relay.
gl,{tMs,, in the manufacturer's literature.
.14
AI"oo7n�d Fy3 G�1Y
Check the wiring at the pressure 4. Defective motor
Ksl�' winding or cable:
switch.
9 , ,.;I "1 IJ I'M , Check the resistance of the
kn'} }'(4fa+7.i,;8ali�aF motor winding by using an
ohmmeter on the proper
9Eed'_` 9 �. _''•' terminals In the control box (see
�, r g,3a'4fi manufacturer's wiring diagram). If the motor winding is
a:':a4�tl"sF_.y The resistance should match the defective --shorted or
u�. _ • 1 ohms specified In the open -the pump must be
'•, ...�:Y :'"` manufacturer's data sheet. If
t � pulled and the motor
wib+�l too low, the motor winding may
� repaired.
a fjbe shorted; If the ohmmeter
doesn't move, Indicating high or
, there Is an
infinite resistance
t ' open circuit In the motor
wlndin g or cable.
f�� Lx Ground one lead of the
kF sAI~ �q ohmmeter onto the drop pipe or
` Pull the pump and Inspect
��f'a`,;{�µT h th
well casing, then touch the cable for damage.
Other lead to each motwire
C or Replace the damaged
Yt�
terminal. If the ohmmeter -"' cable, ff cable checks OK,
needle moves appreciably when the motor winding Is
;; grounded.
this Is done there Is a ground In
either the cable or the motor
?ic'f::ay.H,a'FiFt winding.
Pull pump, disassemble
aA tt"
Check the line amps before the From motor, and check
5jF'ump =:
x., trip. If amps are twice normal or which one Is locked,
: higher, pump Is probably locked. Replace one, or both, if
defective

B. pump operates But Delivers Little or No
Stop and start the pump several
times, waiting about one minute
between cycles. If the pump then
resumes normal delivery, air lock
was the trouble.
Well manufacturing may be too low
for pump capacity. Restrict the flow
of pump output, then wait for well
to recover and start pump.
If this test falls to correct
trouble, proceed with the
steos that follow.
If partial restriction corrects
trouble, leave valve or cock
at restricted setting.
otherwise, lower pump in
well If depth Is sufficient. Do
not lower If sand clogging
mloht occur,
Examine check valve on discharge
line to make sure that the arrow
Reverse the valve, If
Indicating direction of Flow points In
necessary.
the right direction.
Raise the pipe and examine for
Replace the damaged
leaks.
section of drop pipe.
When pump is pulled after
completing step 4, examine
connection of drop pipe to pump
Unscrew the drop pipe and
outlet. If threaded section of drop .
cut off a portion of threads,
pipe has. been screwed In too far, It
may be Jamming the pump's check
valve In the closed position.
Clean the screen and when
The Intake screen on the pump may
reinstalling the pump, make
be blocked by sand or mud.
sure that It is located several
Examine.
feet above the well bottom -
preferably 10 feet or more.
The presence of abrasives In the
water may result In excessive wear
I on the Impeller, casing and other
close -clearance parts, Before
Pull the pump and replace
pulling the pump, reduce setting on
worn components.
pressure to see If the pump'shufs
i off. If It does, worn parts are
p probably at fault.
Coupling between motor and pump
shaft may have worn out or worked
Tighten all connections and
d loose. Inspect for this after pulling
setscrews. Replace parts If
k the pump and looking for worn
worn out.
components, as in step 7,

F-e u( ntl
c. pump Star
A
s 00 L
"01"RIS
Al-P
lq.0
T
ivolt. R'l
Check the setting or replace
switch.
Adjust the pressure
switch or replace switch.
MIKi KIT,
For discharge or bladder captive
drain the tank and
air tanks,
check the precharge pressure. It
should be equal to or 2 psig
below pump cut -in pressure, If
11
lower, check welds, braze joints,
mechanical joints and valve core
Replace tank,
A
using a soap solution. If
aldefective,
replace. DO NOT
ATTEMPT TO REPAIR BY
_NMI
WELDING.
Examine the service line to the
11_1�i4� 1:,
house and distribution branches
Repair leaks.
Z. 4,
for leaks.
Remove and examine.
Replace If defective.
a
Remove and Inspect the air-
Clean or replace.
volume control.
.
. . . . . . . . . . . . . .
..........
Fk
Remove and Inspect the snifter
Clean or replace.
444
valve,
Check tank pressure,
Recharge or replace tank.
n F:,,en rwnrinnil nr rlrcuit Breaker Trit)s When Motor Is Runninq
11110"Irl
Check the Ilne voltage terminals In
ty
the control box (or connection box
If voltage Is
4
for two wire models) with a
Incorrect, contact
voltmeter. Make sure that the
the power company
voltage Is within the minimum
for services.
maximum range prescribed by the
manufacturer.
2;rbvepheated.
IF sunlight or other sources of heat
Ventilate or shade
'control or
makes the box too hot, overload may
the box, or remove It
starter J
trio or fuses may blow. If box is hot
from the source of

touch, this may be the the heat,
to the
prom.
Using an ohmmeter, x1000 scale,
determine the resistance across the
connected starting capacitor.
When contact Is made, the ohmmeter
should jump toward 0, and then drift
back slowly toward Infinity. No
movement indicates an open
capacitor; low resistance means that
e capacitor Is shorted. Using an Replace defective
ohmmeter, check the relay coil. Its components.
resistance should be shown In the
manufacturer's literature. Check
amps in red motor lead with motor
nnIng- if amps are much higher
than the manufacturer specifies,
-relay contacts
start -relay rt are failing to open. If amps are much lower, run
capacitor Is defective or motor IS
?M01ttAa,t I . "'
overloaded.
g;,P, Check the resistance of the motor
Winding by using an ohmmeter on
?P,ul� liqi,41 q� the proper terminals In the control
box (see manufacturer's wiring
The resistance should
a ohms specified In the
manufacturer's data sheet. If too If neither cable or
winding may be
P winding Is defective -
low, the HIULIJI
4 shorted; If the ohmmeter doesn't shorted, grounded or
move, Indicating high or Infinite open -the pump must
resistance, there is an open circuit In be pulled and
the motor winding. Ground one lead serviced.
A of the ohmmeter onto the drop line
or well casing, then touch the other
lead to each motor wire terminal. If
the oh niMetUTneedle noves"
appreciably when this Is done, there
is a ground In either the cable or the
motor winding.
If the fuses blow or overloads trip
I while the pump is operating, check Pull Pump,
reading is more disassemble from
TANI the line amps. if re
V . , motor and replace
above the
t than 5 percent
M manufacturer's nam
eplate value, the one or both, If
PUMP is overloading, which Indicates defective.
a defective pump and/or motor.

m
Y

Your Expertise Matters
As the operator and service provider of an onsite
wastewater treatment system, you play a crucial
role. Property owners, neighbors, regulators, deal-
ers, manufacturers ... all rely on your efficient
and effective work,
All onsite systems requird servicing, from tine sim-
plest of standard stone -trench systems to the most.
complex tertiary treatment systems. Regular serv-
icing optimizes the treatment process and ensures
that onsite systems are a sustainable technology.
To make servicing easier, Orenco has configured
the AdvanTexm Treatment System and its compo-
nents to be one of the most trouble -free and serv-,
ice4dendty residential treatment systems on the
marker. wc've also providedAis O&M Manual,
In it, you ll find valuable information about .. .
The AdvanTexm Systems configuration and
treatmentprocess
Performance expectations (norms) at each stage
in the treatment process
System components
Routine cleaning and maintenance procedures
and frequencies
Routine cleaning and maintenance checklist
• Testing procedures
• Troubleshooting tips
Operation and maintenance of an onsite treat-
ment system requires an understanding of all the
above information. So please read through this
entire manual first, before providing any service.
.Then write in the Record of System Facts, at
the back page. Reading the manual first and
maintaining up-to-date records will save everyone
time and money in the long -run.
Also, at start-up and periodically thereafter, we
recommend that you get together with the sys-
tem user to review the'Homeotunet's Manual that
conies with the system, especially the "Do's and
Don'ts." This will educate the user on preventive
maintenance and on the operating and mainte-
nance responsibilities of system users and author-
ized personnel, as well3s service=related abligm
tions of the manufacturer. Meeting periodically
with the user will also allow you to track any sig-
nificant changes in the household (e.g., number
of occupants, changes in water use, use oFdeter-
gents, disposal of cleaning compounds, etc.).
We're very proud of the AdvanTexm Treatment
System. Like all our products, it has gone through
extensive research, development, and Field-testing.
Then each component is built to written specifi-
cations and subjected to quality review, before
shipping. In addition, our AXN models meet the
requirements of ANSI -NSF Standard 40 for
Class I Systems. If any component of this System
does not meet your expectations, please call your
authorized AdvanTexm Dealer.
e Sample documentation

ADVANTEX' O&M MANUAL
AdvanTex® Treatment Systems
Table of Contents
Typical System Configuration 4
Treatm0' t Process and Performance Expectations 8
• Processing Tank
• Adv nTexs Textile Filter
r
Typical fytaterials List 8
Routine leaning and Maintenance Procedures 10
• Con of Panel/Pumps/Alarms
• Pum Ing System
• Proc ssing Tanl<
• Texti e Filter
• Mlsc Ilaneous
• DOCL mentation
• Mal enance Checklist
EffluontTesting Procedures
• Protocol for Sampling, Testing, and Analysis
• Rout no Tests, Frequencies, and Typical Values
isting and Typical Values
)s for Operators: Process Treatment
Effluent Quality
Odor
Effluent Filter Clogging
011y Film
Foam
18
18
0&M for Nitrogen Reduction 20
• The Process
• Signs of Effective Nitrogen Reduction
• Troubleshooting Nitrogen Reduction
Tools, Equipment, and Spare Parts List 22
Maintenance Checklist and Field Report Forms 23
Appendix: The Nitrogen Reduction Process and Key Indicators 28
Abbreviations 30
31
Notes
Record of System Facts Back Page
Copyright Orenco Systems*, Inc. Property of Orenco Systems•, Inc.
Do not reproduce or distribute without written authorization Irom Orenco: 1-e00-34e-9e43.

U"rn I���'f'Si�l��4 ���
I'^p}IY�IWil
I A Pli r I 51 , i r:
75t I I �' k• ii [ qc r y.
! y I ✓ t Y r _ �.',8 fif I _.
,.,

O&M MANUAL
Typical System Configuration:
'fop View
House/Building
1. Waelewater
2. Wat¢rtight processing tank
Provides primary treatment.
Rerrjoves a majority of contaminants
(see next page).,
3. AdvanTexo textile filter
Provides secondary treatment.
Removes up to 95t^/u of
remaining contaminants
(Ifter primary treatment).
5, Final dispersal
(shallow gravelless dralnfleld.
STEP collection, drip system,
shrub Irrigation, water reuse,
lagoon, wetland, etc.)
4. Additional filter
(only If necessary)
Provides final polishing.
Removes additional collform or
nutrients, as necessary.

,i°+t: • fits' '
x
��Ir �, s, - s, MANUAL
Treatment Process and P T ormance
E3cpectations: Processing
Processing Tank
The processing tank provides primary wastewater
treatment. The tank is do enclosed, watertight
receptacle designed to collect wastewater; segre-
gate settleable and floatable solids (sludge and
scum); accumulate, consolidate, and store solids;
digest organic matter; and discharge treated
effluent, BOD (biochemical oxygen demand)
m reoval s of greater than 65% and TSS (total
suspended solids) removals of greater than 70%
are easily accomplished.
The tank operates as a plug -flow type of reactor
(fluid and particles enter and exit the tanl( in pro-
gressive sequence). Wastewater separates into three
distinct layers: a floating scum layer, a bottom
sludge layer, and a clear zone in between, which is
relatively free of large solids. A pump vault with
effluent filter located at the outlet end of the tank
draws liquid effluent from the clear zone, and the
filtered effluent is dosed to the next step in the
treatment process ... the AdvanTexo Textile
Filter.
Because the AdvanTex° Treaunent System oper-
ates in the recirculating mode, the filtrate from
ra,e..a.,,.,.• , I,e nrncessine tank in
one of two ways: to the back (outlet end) of the
tank in Mode I and to the front (inlet end) of
the tank in Mode 3. This plumbing configura-
tion affects effluent quality. Effluent quality is
also contingent upon a number of other condi-
tions inside the tank:
• strength and characteristics of incoming waste
(see "Raw Influent," below)
' average flows within design range (typically
40-60 gallons per person per day)
• adequate long-term solids retention for
thorough digestion
• watertightness of tank (for proper stratification
of incoming waste to prevent treatment short
circuiting and hydraulic overloading)
• proper size of tank (for minimum 24-hour
hydraulic retention time through the tanlis
clear zone at average flow rates and when
sludge and scum, are developed fully)
If the above conditions are met, you can expect
the following treatment performance from the
processing tank;
performance Expectations:
Processing'Tank:'
Boo, TSS O&O
mg/L mg/L mg/L
Raw Influent' 450 500 160
Septic Tank
Screened Effluent:
Processing Tank
Reclrc/Bland W "
130 30
15-4o 10-20 5.
'Source; tCrites of Trhobanoglous. SMall
DecruaAhzed IVaitet ater Aignagulleat ystrui
p. 180 and 183, 1998. McGraw-Hill.
'.'Will vary with retire ratios and node configarat;on.
The numbers here reprejent a recirr ratio between 3:1
and 5:1 and are derived%rorn Orenro and third-gsny
testing.

O&M
rreAf� � �e .r'
to jest„if
ram• MANUAL
Treotment Process and Performance
Expectations: AdvanTex® Textile Filter
Adva4ex® Textile Filter
The AdvanTex° textile filter provides secondary
wastewatar treatment, The filter is a sturdy,
watertight fiberglass hasin filled with an engi-
neered tes(tile material. This lightweight, highly
absorbeno textile material treats a tremendous
amount of wastewater in a small space.
The AdvanTex" filter operates in the recirculating
mode, just like a recirculating sand or gravel Fil-
ter, but loading rates are typically 5-20 times
higher, for a number of reasons. For one thing,
the textile media has a very large surface area —
about 5 times greater than that of an equivalent
volume of sand. Textile also has a greater void
volume (fbr free -flow of oxygen) and greater
water-hol(ling capacity.
Wastewater percolates both through and -between
the textile; media. A visible biological film nor-
mally develops on the filter medium within a few
days. BObt and TSS reductions occur almost
immediately.
Within the filter, aerobic conditions exist that
are ideal for microbes that convert ammonia to
nitrate (nitrification). Other conditions exist, too,
that result) in Further nitrogen reduction within
the media; Some AdvanTex® filters me configuted
(Mode 3).so that the filtrate recirculates back to
the high -carbon, low -oxygen environment at the
inlet end of the processing tank, which is ideal
for microbes that reduce nitrates to nitrogen gas
(denitrificxation). Harmless nitrogen gas is then
released freely back into the atmosphere. The
FIX Series
acclimation period for nitrification may range
from four to eight weeks, or longer in colder cli-
mates.
AdvanTex0 filtrate effluent quality is dependent
upon proper management of the retire/blend
effluent flowing into the filter (which, in turn,
is dependent on the conditions described on the
previous page). If proper conditions are met, and
with typical average daily flows of 40-60 gallons
per capita per day, you can expect the following
treatment performance:
Performance Expectations:
DOD. TSS
mg/L mg/L
AXfiltrale' 15 15
...................................................................
AXN filtrate' 5 5
RX filtrate' to to
t Design expectations, bated on typical average influent
characteristics and hydraulic loading rates; also band
on Orenco and third Darcy rating using grab samples.
Performance and servicing frequencies will tend to
vary relative to the man load being treated.
Procedwrs for treating excessively High loads will
require engineering review. For more information,
please review Advan Texas Design Criteria.
2 Actual performance results, bated on a six-month
acammlative average from NSF (National
Sa ritmiwr Faordati nl toting on the AX20Nat
500 gpd, using composite sampling. Sap. 17for
additional information on treatment performance.

'O&MMANUAL
Typical Materials List
Orenco's AdvanTexo-AX Treatment Systems come
in a variety of -models and configurations.
Following is a typical materials list (excluding the
processing tank) for an AX series system that
requires a.reeircu[at!ng split ter valve (RSV) and a
pump basin (some do not).
Processing Tank Access
Equipment
Two Access Risers necessary;
One 24" dia„ w/Lid
One 50" dia., w/Lid & necessary Grommets
Treatment System Equipment
PVC Splice Box
Universal Biotube° Pump Vault
Discharge Assembly
Float Switch Assembly
Orenco Pump, 115V
MVP or VCOM AdvanTee AXB Panel, 115V
Recirculating Splitter Valve Assembly
AdvanTex01 AX10 Filter w/Vent Assembly
Anti -Flotation FlanRes
AX Series
,leRlwr Wl
2V D%DO UPOning
h WYrr RMmd)
,barge FIIaOIe
IB
Pump Basin Equipment
PVC Pump Basin, 24" dia., w/Lid
PVC Splice Box
Discharge Assembly
Float Switch Assembly
Orenco Pump, 115V
v

O&ki :m MANUAL
Typi�al Materials List
In de
Act.
rlig,
Orenco's AdvanTexm-RXTreatment Systems
come in a, variety of models and configurations.
Followin is a typical materials list (excluding
the proce sing tanlc) for an RX series system that
requires a;recirculating splitter valve (RSV) and a
pump baln (some do not).
Processing Tank Equipment
Two Acce's Risers necessary:
One 24" ia., w/Lid
One 30" lia., w/Lid & necessary Grommets
Treat ent System Equipment
PVC Spli e Box
Universal iotubem Pump Vault
Float Swi It Assembly
Orenco P Imp, 115V
MVP or WCOM AdvanTee RXB Panel, 115V
Recirculating Splitter Valve Assembly
AdvanTexlO RX30 Filter w/Ventilation
Fan Assembly
Anri-Florahion Flanges
RX Series
,b W.M ❑na
.2V Ole. Tank OOanInO
ahaga rllhtla
do
Pump Basin Equipment
PVC Pump Basin, 24" dia., w/Lid
PVC Splice Box
Discharge Assembly
Float Switch Assembly
Orenco Pump, 115V

k 8a O iC`t ��•
i MANUAL
Routine Cleaning & Maintenance Procedures
Orenco Systemso requires regular inspection and
maintenance ofAdvanTex°Treatment Systems
as a condition of purchase. All activities are to
be performed three -to -six months after system
start-up; and an annual field -service inspection,
including sampling, is to be scheduled in late
spring or in early summer. For AXN systems,
there is to be a minimum of four inspections
during the first two years, and theft annual
inspections thereafter.
Following is a list of the routine cleaning and
maintenance procedures we recommend or
require. Failure to provide required maintenance
will void the AdvanTexO Treatment System
warranty.
Copies of inspection and maintenance reports,
along with any additional documentation, must
be forwarded to and retained by the Authorized
AdvanTex®Treatment System Dealer who sold
the system. If there is no Dealer, then dae docu-
mentation must be forwarded to Orenco
Systems, Inc., 814 Airway Avenue, Sutherlin,
OR 97479, ATTN: Systems Engineering,
Control Panel/Pumps/Alarms
WARNING% Only qualified/certified electri-
cians or service providers should perform
maintenance on electrical equipment,
7 Check pump operations. Place the MOA
switch (Manuali Off, Automatic) to Manual and
make sure the pump runs. Then switch back to
Automatic and continue io check the automatic
operation of the alarm floats, the retire timer on
the floats, the discharge timer onloff, and timer
overrides. Refer to the installation, operation, and
setting instructions for the control panel that
comes with the system. A set of instructions is
stored in a plastic pocket on'the inside of the
panel door.
,t rtr,t,�f,s ',�
•.
2 Record motor run amps and voltages on the
Field Maintenance Report Form. If the voltage
drop exceeds National Electric Code (NEC)
requirements, have an electrician verify the
service line and check pump windings.
3 Verify that the programmable timer settings
for all pumps are correct. If the timer settings
have been changed, the current setting and date
of change should be written on your Timer
Setting Instructions and Record of System Facts,
at the bath of this Manual. Place the date and
your initials by the recorded change,

AD VAN T EXO O&M MANUAL
4 Read nd record the elapsed time meter
(ETM) and cycle counter (CT) values (from the
panel's Ic gic controller or from the web -based
telemer, software) on the Field Maintenance
Report ffirm.
ETM's a id C 's are valuable troubleshooting
tools if p oblems occur with the system. ETM
and CT lata signal high water usage, low water
usage or ank leakage, and excessive pumping,
among c her operating situations.
5 Confirilloperation of audible and visual
alarms p the installation, operation, and setting
instructi ns for the control panel that comes with
the syste
Pump�ng System
Pump systems should be inspected annually to
ensure th Lt they are operating properly. Unscrew
the stainl ss-steel bolts dtarfasterr the fiberglass'
lid over il ie pumping equipment. Remove the
fiberglass lid for an inspection that includes these
steps:
1 Verify t hat there are no obvious holes or leaks
in the ris r or around the perimeter of the riser
connecti n to the tank. Wetness or water marks
may be an indication of weeping.
2 Inspect'splice box to ensure lid and connec-
tions are jecure.
3 Verify hat floats are in good condition and
properly ,cured to the float tree. Verify that near
cords are early wrapped inside the riser so chat
they cann�t interfere with the operation of the
Floats.
4 Verify float operation. With MOA switch in
Automatic, simulate system operation by lifting
the floats in the same order that the liquid would
lift them (bottom first, top last).
5 Determine whether the Biotubem effluent
filter needs cleaning by testing the change in the
tardes liquid level when the pump is on. Turn the
retire pump on by flipping the MOA switch in
the control panel to Manual. Watch the liquid
level Inside the screened vault as the pump
Is running for about 30 seconds to deter-
mine if there is any noticeable liquid level
differential between it and the tank liquid
level, Return the MOA switch to Auto. When
the liquid level difference between the inside and
outside of the vault is about two inches or more,
or if the low-level alarm is activated, the Biotube®
cartridge may need to be cleaned.

ADVANTEXO O.&M
MANUAL
If the Biombeo needs cleaning, do the following:
• Turn circuit breaker off at service panel
• Switch MOA and circuit breakers in control
panel to "Off"
• Slide Biotubem cartridge out of vault
• If necessary, the RSV valve may be removed to
allow room in the riser for cleaning the
Biotubem
— Pull RSV out of its Quick Disconnect hol
ster (see photo next page) and place it in a
plastic trash can
— Hose off dte.trasli ran into the tank after
replacing the RSV
NOTE: Refer to RSV installation instructions
for details on how an RSV works.
• Hold Biotube® cartridge over open inlet of tank
or primary compartment
• Carefully spray build-up into tank
• if there are significant solids in vault, remove
and clean it too
6 Pull the pump and place it on a cleanable
surface, like, the riser lid, or in a plastic trash
can. Check the intake screen; wash off particles
as necessary. Record the kinds of particles
(cigarette butts, hair, lint, gum. Icitty litter,
cloth wipes, grease build-up, etc.) on the Field
Maintenance Report form. Report findings
to user (for education).
7 Visually inspect the Recirculating Splitter
Valve and verify that the liquid level in the tank
is within the normal range. If low, the ball mech-
anism could be jammed in the seated position.
Remove, disassemble, and inspect, If high, the
RSV may require cleaning because it is not mak-
ing a tight seal when seated, Remove, disassem-
ble, and inspect.
NOTE: The figure below shows the RSV adja-
cent to the inlet of the processing tardc, which is
typical for Mode 3 systems (Mode I systems
have the RSV in the second compartment of die
taint — the Recite Chamber). To read dimen-
sional specifications, see full-sized drawing in
Installation Guide, Appendix 2,
Processing -Tank
l If possible, verify no inlet flow when all house-
hold appliances are turned off. Access the inlet
inspection port for visual verificatfon of lack of
Bow. IF the inlet inspection port is not readily
accessible, then listen for trickling water at the
access port, This could indicate faulty fixtures or
r

RrR.11 �"�� &M
MANUAL
If faulty`plumbing isn t the problem, the sound
of trickdi g water could indicate I & 1 (infiltra-
tion and inflow) from ground or surface water.
In thae se, further investigation is necessary.
2 Inspe t the processing tank for the following:
• Liquid depth (should be about 60-70% of the
total it side depth of the tank)
• Odor i ghould be musty, not pungent)
• Color/:onsistenry of scum (should be dark
brown with a consistency that varies from
dense nd crusty to soft and amorphous)
• Efflue t characteristics (should be no oily sheen
or fo )
• Sludge and scum thickness (records should indi-
cate ty bical growth accumulation of V of scum
and 2"luf sludge per year for 3-4 occupants)
3'
e'
Measure €tits of Solids accutnulatiodhelp [o
determin t when the septic tank needs pumping.
A recomi hendation for pumping should be made
when the bottom of the scum layer is within
3" of the IIflow-through port of the baffle or when
there is at accumulation of sludge to a depth
within 6" below the flow -through port. After the
first yeah measurement of septic tank sludge and
scum thickness, measurements only need to be
taken ab ut every three years, until the thickness-
es approa-h their maximum depths.
Textile Filter
1 Inspect for ponding.• The Filter should not be
saturated. Effluent should move freely through
the media.
2 While manifold is pressurized, check for prop-
er positioning of orifice shields over each orifice.
•Ifthere is ponding in the textile fiber became ofa build-
up ofoil and grease, snnpr a tampir of the biomat and
have it analyzed by an environmental tab to determine its
chaacierinic. For the AX Series filter only: If them it
ponding ofindeterminate came, coupled with a pungent
odor, it may be necessary to clean the textile media.
(Excesrive cleating will retard nitrification. Only clean as
ofirn as necessary) The textile media hangs in individual
rheea, and these sheets can be pulled ova for cleaning (if
necessary). First, remove the Recirculating Splitter Valve.
Use a hore or pressure washer, connected to the nearest
spigot. Wab the biomat into the underdmin and it will
flow back to the tank, as longs she Recirculating Splicer
Valve has been removed. When done, replace RSV.
Remembn': clean fiber only ifponding and odor occur.

O&MADVANTEXO
3 Verify that there is equal spray on and under
all orifice shields. (Bach orifice shield should
show signs of organic biomat build-up on and
underneath it.)
4 Check for clogged orifices (orifice shields with-
out spray or biomat build-up underneath). You
should be able to observe uniform water droplets
dancing around orifice shields while dosing. .
6 Assess the character and color of the biomat. If
it seems appropriate, tape a photo and comment
on the growth and characteristics of the biologi-
cal mat under and around the orifice shields.
Biomats are natural and normally appear light -
brown to dark -brown and gelatinous in texture.
If the mat appears too light (yellowish with the
texture of lard, wax, or margarine), the grease
and oil concentrations should be checked.
6 Check the odor emitting from the filter. If a
strong or offensive•odor (e.g., smell of rotten
eggs, rotten cabbage, etc.) is emitted, measure the
DO level in the filtrate and recirculation cham-
ber and adjust the retire time, if necessary.
MANUAL
7 Check squirt height and compare residual pres-
sure against the start-up value. This may take
longer than just cleaning and flushing the mani-
fold, but will help establish frequency of cleaning.
If the squirt height is 40.50% higher than the
start-up value, clean and flush the manifold. (A
500/o increase in squirt height signals approximate-
ly 180/oorifice blockage,) To Bush laterals you can
run the pump.or use a bottle brush or pressure
Fhubing with pump
Flurbing with premve
tuarber a• battle bnuh
washer, Brushing or pressure washing is best.
.(When Bushing AX laterals, biosolids slough into
the bottom of the filter, then return to the tank.)
Verify again that all orifices are clear. Re -check
squirt height.
8 For the RX Series filter only, verify yentilation
fan operation and air flow. Use an anemometer
(available through Orenco) to measure the air
Bowing through the system. 10.15 cubic feet per
minute (cfm) per pod is typical. Record inlet Bow
and outlet Bow, where applicable, to ensure there
isn't a large difference between them. A large
difference means that lealdng or bypassing is
occurring. Clean vent pipe as necessary.

I
&M MANUJ
ADVANTEX0 0
Miscellaneous
1 Exerei a all mechanical valves. Fully open and
close "d rs to ensure they have not failed or
become tuck in one position.
2 Beforelleaving the site ...
a) Rcvie�I the Maintenance Checklist that follows
to ensque all activities have been performed.
b) Be pa ricul�arly careful to ensure the following:
t
— valved are back In their recommended
— cont4l panel has been setback to
auto atic and circuit breakers have
all ben switched back on
— hous hold water lines have been turned
back n (if they were turned off earlier In
the vi it for I & I evaluation)
— lids a d lid bolts are properly In place and
Documentation
1 Complete all documentation and submit
any required reports to the appropriate parties
agencies. Be sure to send a copy to the
AdvanTee Dealer.
CAUTION] While providing O&M services,
be sure to use proper personal protection equip-
ment, such as rubber gloves and eye protection,
as well as clothing, to cover pans of die body
that will be exposed to wastewater or cffluent.
When finished, use proper personal hygiene.

G&M
Effluent Testing Procedures
Orenco Systems, recommends regular testing of
effluent from AdvanTex, Treatment Systems as
part of system maintenance, Copies of test results
and additional comments/documentation must
be forwarded to and retained by the Authorized
AdvanTex, Treatment System Dealer who sold
Elie system. If no Dealer was involved in the sale,
then documentation must be forwarded to
Orenco Systems, Inc., 814 Airway Avenue,
Sutherlin, OR 97479, ATTN: Systems
Engineering,
Protocol for Sampling, Testing, .
and Analysis
Sampling Locations — For residential systems,
sample the discharge filtrate at the filtrate splinter
valve. This location is illustrated oil your system
drawings. Pull the RSV out of its Quick
Disconnect holster and lay it on a flat surface.
Talce the sample at the RSV inlet. (Don't run the
pump manually to force a quick sample Take the
simple during normal system operation
Sampling Schedule — Typicallyschedule fill -
scale annual sampling events for spring.
Sampling and storage Methods — Sampling
equipment, minimum sample size, and storage
procedures should conform to those recommend-
ed -in -the most current edition of Stru lard
Methods for the Ecamination of Water and
Wastewater American Public Health Association
(APHA), available from the Water Environment
Federation, 1-703-684-2400,
Analytical Methods — Analytical methods
should conform to StandardMethodr, cited above.
Routine Tests, Frequencies,
and Typical Values
While regional requirements vary, Orenco recom-
merids that the following effluent tests be per-
formed three -to -six months after system slarl-up;
and an annual field -service inspection, including
sampling, is to be scheduled in late spring or. in
early summer. For AXN systems, there is to be a
minimum of four inspections with sampling dur-
ing die first two years, and then annual inspec-
tions with sampling thereafter.
These tests cart be performed in the Geld; they
cost very little and do not require lab work.
However, they are very useful in assessing system
performance and maintenance.
Farometer Methodology Typlcal Values'
Clarity Maisel' Clear (i 6x JTUs or NTUs)
Odor Sniff' Non -offensive (musty Is
OK; rotten egg or cabbage
Is not Olq
alolube'
Visual
No liquid level differential
Inside/oulslde vault; Norm:
1-2 year cleaning Interval
lot recirculating
systems
Oily film
Nsual; inside
None; no red, blue,
the pump vault
green, or orange sheen
Foam
Visual; Inside lank
None
pH-
Field?. - -
6-9 -
'Source; Thae typical value are recommended by various
sources. Biorube, parametee are based on Orenco research
and drvelopmem.
1 To check for clarity, service
provider; can carry a sample
bottle of typical tffluent, to
compare against, or can use yt
a portable turbidity meter. q
Always pat efpueu sample in a clear glaze container or
beaker to evaluate clarity. Using a nnall, i emovabe
vicke,; write the date and plan it low on the brake:
t � 1 fry r
�k�,�r��•#� �o I��4;��1 Icy 1,irF�}(4�Y

ADVANTEXO 0 ® M MANUAL
1
To cheel for odor, service provide), can simply miff the
effluentYample a' can use a su�de measuring packet or
an ol/a ay snife device for detection ofodon.
3 To chec� for pH, service providers can use litmus paper,
a pocke pH meter, or a bencbtop pH meter.
Supplemental Testing and
Typical Values
If effluent is cloudy or smells pungent or if the
biomat on the textile filter appears greasy, waxy,
or oily, further tests and troubleshooting of the
Filtrate should be performed. The following
Filtrate tests provide invaluable information for
troubleshooting and diagnosing problems and
causes:
Parameter Methodology Typical Values (mg/L)
AX' nX'
DOD,
Grvb
Mode 1
Modc 3
Mode 1
Mode 3
15
15
19
10
TSS
Gnb
15
15
to
19
TN
Gnb
25
19-IS
ID-30
ID -IS
G&0
Grab
DO
Fidd'
2.5.6:
PH
Fidd
6.9:
t AX and RX values are based on Orenco and third
party testing.
z To check for Dissolved Oxygen, use a DO meter, avail-
able from VWR Scientific, Coo Partner, or HACH.
Relationship Between Test
Results and Loading Rates
As noted on p. 6-7, filtrate quality is dependent
on a number of factors, including influent char-
acteristics and loading rates. The following charts
show how low -to -moderate loading rates produce
BOD and TSS of <5mglL, while higher loading
rates produce SOD and TSS in the range of
15-25 mg/L.
Effluent quality vs. Hydraulic Loading Rates
Third Party ANSI end NSF 40 Testing Results
60
IMY
40
orr
30
IlovaJaa
2D
A93A NI1' xlI
DG Davis 2919Pa/IP
19
1ZAPtlI1P.. .6 ma-
`w11,
6 ass.
y
fi0
s�l°i�slF{i
1J]�dl'yl.�tivs
-�sl cite
ll{tl �I� `rAY'{�
j{ll1'�{Ic t
IOUf
11r1` 1
��
�
'ji t') j14���hVyp
t`yt('y9 j
�at3rA°
�it �t g444��{mOtr
11�� �' i cK
�uu ls((� � 17' fi
19
I
�
,'Nu[�flt
F" 1
l P
n
t
,. li
i�� t
s
'
1 ppyy
9 / Gonfldence Level -- Current Average

ADVANTEXO MANUAL
O&M
Troubleshooting Tips for Operators:
Process Treatment
Once you know the typical values for wastewater
treatment system performance (see pp. 6, 7, 16,
and 17). you can be pro -active and troubleshoot
non -typical process indicators, before system
performance is affected.
Troubleshooting Effluent Quality
If your effluent samples are cloudy and color/
turbidity is > 15 units, do the following;
nq '�
. � r �� rr �xignyl
• Perform BODs andTSS tests
• Check to ensure the retire ratio isn't too high
or the pump dose time isn't too long
• Check the effluent filter for clogging
• Interview user re: System abuse
If performance continues to be poor, explore the
Following design remedies, in this order:
1 Expanded tankage (e.g., additional grease/
oil tank)
2 Pretreatment (e.g., additional aeration)
3 Larger filter area (e,g., additional module)
Troubleshooting Odor
If the tank or textile filter smells like rotten eggs
or cabbage:
• Check Dissolved Oxygen levels
• Use a DO meter or Colorimetric Kit
• Note filtrate DO levels that are
<2.5 or >6 mglL
Filtrate DO that's <2.5 mglL indicates insuffi-
cient oxygen. If the filtrate DO is <2.5 mg/L:
• Check filter surface for evidence of clogging
• Check to ensure the pump is worlang
• Check to ensure the ventilation fan assembly
is working (RX only)
• Check.to.ensure the recite ratio isn't too low;
increase if too low
• Check to ensure influent strength isrA too high
(see AdvanTexo Design Criteria)
• Check to ensure hydraulic retention time isn't
too high
Filtrate DO that's >6 mg1L indicates excessive
aeration. If the filtrate DO is >6 mg/Li
• Check to ensure recirc ratio astir too high
• Check to see if influent flows are below normal'
• If influent flows are below normal or recirc
ratio is too high, reduce recite ratio

h,j:
'fl.11: ii
RAI
oting Biotube® Filter
CIO
If a visua. inspection of the Biotube® filter for
biomass uild-up shows the need for cleaning
more oft n than once every 1-2 years (which
is typical for recirculating systems), try the
• Verify �re pump isn't running too long
(typic ly 3 cycles/hour)
• Ensure the retire ratio isnt too high
• Verify I ormal DO levels; if high, reduce
retire r itio
• Check For below normal influent flows
• Check influent Grease & Oil and TSS; if
excessi e, a review of component sizes may
be required
i�
Troub eshooting Oily Film
All signs of oil or grease anywhere in the system
(in the tink, in the vault, on the effluent or tex-
tile filter must be investigated. Ask the system
user to i entify the probable source:
I
• Recen change of car oil?
• Catirdig meat or poultry?
I
• Excessike use of garbage disposal?
• Excess a use of bath or mineral. oils?
()acuz i® tub?)
• Excessive use of detergents?
If the system user cant identify the probable
source, try die following:
• Sampleltest effluent for BOD, and Grease
& Oil
• Sampleltest at all process steps, including
influent (if possible)
• Label, date, and photograph all samples
• Use standard glass beakers and set samples in
front of a common, uniform background,
when photographing
• Check biomat accumulation at AdvanTexm
Filter
• Note if biomat is yellowish and wax -like or
lard -like
• If so, scrape biomat sample for analysis
• Photograph/document biomat sample
• Send to lab with- effluent -samples
Note: Excessive Grease & Oil (>25 mg1L) is
typically a design and management concern with
commercial applications.
Troubleshooting Foam
Foam indicates that microbes are producing
excessive gas byproducts. Foam rarely occurs in
packed bed filters (and AdvanTW is a packed
bed filter). If foam is present:
• Verify the pump isnr running too long
• Ensure the retire ratio isnt too high
• Ask residents about detergent use
I

"•1FIs.
O&M For Nitrogen (Reduction
AdvanTexo Treatment Systems do an excellent
job of reducing nitrogen, especially in the Mode
3 configuration, where Total Nitrogen` is typical-
ly reduced to 10 mg/L or less. Because many
people purchase AdvanTexm for its nitrogen
reducing capabilities, and because nitrogen
reduction is a complex, many -staged process, its
important to understand the process, its related
factors, the signs of effective nitrogen reduction,
and hose to keep the process optimized.
It's also important to know the Total Nitrogen
limits required by the system user's permit. Some
regulatory agencies have no requirement; some
require a specific percentage reduction of a cer-
tain kind of nitrogen (90-95% nitrification of
ammonia nitrogen, for example); and some
require that Total Nitrogen be reduced to levels
at or near drinlring water quality at the point of
Final dispersal,
Finally, because influent characteristics greatly
affect the amount of nitrogen reduction possible
from any given system, it's vital to know the
alkalinity of your waste source and the local/
regional norms for organic and ammonia
nitrogen. .
The Process
In nitrogen reduction, ammonia is converted to
nitrate'and then reduced through bacterial aciion
to nitrogen gas, which can be released harmlessly
to the atmosphere. Optimum nitrogen reduction
requires the following;
• Adequate alkalinity of approximately 250t
mg/L or higher (lab test shows levels).
• pH of 6-8
• Filtrate DO level of2.5-8 nig/L; Process tank
DO level of <1 img/L
• Adequate time for the nitrifying bacteria to
develop (one to three months)
• Adequate temperature (below 40• F retards
the process)
For a thorough description of the nitrogen reduc-
tion process, see the Appendix, page 28. In resi-
dential wastewater, the ammonia level is typically
about 60 mg/L and the Total Nitrogen level is
typically about 65 mg/L.
Signs of Effective Nitrogen
Reduction
Service providers frequently ask us, "How do I
know if my wastewater treatment system is
reducing nitrogen?" A thorough description of
key indicators is included in the Appendix.
Following is a brief summary:
• Clear, odorless filtrate effluent (a "see and sniff"
test is generally considered sufficient)
• Normal-looldng biomat on the textile filter' .
(light -brown to dark -brown and gelatinous in
texture) ..
Additional Filtrate Tests
Will Show...
• Typically, low BODs and high clarity
• DO of 2.5-6 rmg/L and odorless or odor that is
not a nuisance
• Relatively low ammonia and high nitrate levels,
since nitrification converts ammonia to nitrate
Troubleshooting -Nitrogen
Reduction
If you suspect that die System is not meeting
expectations for nitrogen reduction, troubleshoot
each of the critical factors that contribute to opti-
mum nitrogen reduction, to determine a cause.
Filtrate Alkalinity Too Low
Available alkalinity determines the degree of
nitrification possible for any wastewater treatment
system, because it takes 7.14 parts alkalinity to
nitrify 1part ammonia.
• Good organic removal
• T r„/ NJ,„,..,, ;, rA. .,.,.. ,.F...,..,,... ,..,d �,,,W,,,W rW rritrnorW. uinna Winner"_ mid nAder vo-�nr„

O&M
������, i aid;,
®t jt MANUAL
i
If filtrate hlkaliniry is too low:
• Check jhe retire ratio; a high retire ratio
increasy alkalinity consumption*
I
• Check 4nfluent TICN or ammonia levels and
source Mkalinity
If a large lquantity of nitrification is required, it
may be n�cessary to add a buffering compound
to the sysitem, to raise alkalinity levels.
FlltratelpH Too Low
A pH IevEl of <6 retards microbial activity of all
kinds, inlluding denitrification. If the filtrate pH
level is to low:
• Check �nfluent alkalinity level (pH drops when
too much available alltaliniry is consumed)
• Checic jecirc ratios; reduce if too high*
• Ask sys ern user about chemical discharges into
the sy'Irn, including carpet cleaners, chlorine,
and ph. to developing agents
FiltratelDO Levels Outside 2.6-6 mg/L
Range
If your fi)ltrate DO is t o (indicating insuffi-
cient o en), you may experience periodic sul-
fide odo during dosing events, or perhaps a
more lasting smell within the filter pod. Try the
• Check for sufficient aeration (measure DO)
• Ensure no blockage of air flow into textile filter
(indicated by thick biomat development or a
build-up of grease and oils)
• Ensure no blockage in the manifold, causing...
— Localized hydraulic overloading, saturation
— Short circuiting
• Check for sufficient alkalinity; if insufficient,
consider supplemental buffering. Call Orenco
Engineering for assistance, if necessary.
Low Filtrate Nitrate Levels
Residential packed bed filters normally yield 95+
percent nitrification (ammonia to nitrate).
Therefore the ammonia levels in the filtrate
should be low and die nitrate levels higher. Some
denkrication typically is experienced through the
packed bed filter. So the normal nitrate level may
vary. Be sure you are familiar with cite mode of
operation, as some AdvanTex® modes are config-
ured to produce lower nitrate levels. If it appears
that nitrification is dropping off:
• Check the retire ratio; adjust as necessary*
(high retire ratios may drive pH too low for
effective nitrificationldenitrification and low
retire ratios may not provide sufficient
aeration)
• Check for surface dogginglpondingend dean •Verify incoming ammonia levels
as necessary
• Check air now in the ventilation fan assembly
(RX only)
• Check Ehe-recirc ratio; if its too low (<3:1t)
increasI as necessary*
IFyour fi trate DO is tQg h (indicating
excessive lactation), !Cs likely that excessive
recirculation or insufficient hydraulic retention
time are factors. Try the following:
• Decrease the retire ratio*
High Fi`trate Ammonia Levels
Because rammonia is consumed during nitrifica-
tion, Ihig� ammonia levels are a sign that some-
thing is uemiss. Try the following:
surface clogginglponding and clean
• Check recirclblend for sufficient organic food
source (high BOD — see Table, page 6 — may
cause greater oxygen demand through the filter,
reducing nitrification) -
Adequate Time and Temperature
Nitrifying bacteria require one to two months to
develop, and extremely cold temperatures (below
400 F) retard that process. If the AdvanTex®
Treatment System has been installed in a very
cold climate, nitrification may not "lick in' for
several months until warmer temperatures are
reached. Typically, a June -September installation
provides die necessary temperatures for a 30-60
day nitrification start-up time. Once nitrifiers
colonize, they typically continue to nitrify
through normal winter conditions. Only in
severely cold regions should additional insulation
as
be necessary.
*lCrep in 6ind that a rrci,r ratio than toe high can gutnnte a highly nerohic Giomnr growth on the pwnplifter, and
a recirr ratio that's too low con tend to lihaate periodic odorr daring daring roentr, So nnrrh or the oprinumt ratio

I
Tools, Equipment, and Spare Parts List
Many of the recommended maintenance and
troubleshooting procedures require specialized
tools, equipment, and spare parrs. At a mini-
mum, we recommend you keep the following
items on hand:
Tools and Equipment
anemometer (call for information)
beakers or bottles
camera (preferably digital)
calculator
channel lock pliers-6" and 12"
crimping tool-10 to 22 AWG
drill (cordless with spare batteries, charger)
drill bit sec-1116" to 1/2"
'electrical tester (voltage and amperage)
extension cord
flashlight with spare batteries/bulb
Funnel
hacksaw with spare blades
hammer
heat gun (torch)
hole saw (vari-bits: 3/4" and 1-3/8")
hosewithnozzle and backflow prevention device
pencil
Mirror on a Stick (available from Prototek)
pressure gauge (0 to 100 psi, 0 to 200 psi)
back -pack pressure washer (portable)
screwdriver set (straight blade and phillips)
shovel
SMOG device
SMUG device
snake (building sewer)
squirt -height gauge
stir sticks
watch or stopwatch
wire strippers
wrench (24" pipe wrench)
wrench (lid bolt)
30 gal, garbage can
30 gal• garbage bags
Spare Parts
control panel parts:
— breakers
— contactors
— elapsed time meters
— event counters
fuses
epoxy
floats
heat shrink tubing
insulated butt connectors
king connectors
lid bolts
PVC fittings (3/4" to 2")
PVC glue/primer
PVC-plpe (3/4" to' 2") —
wire nuts
Hygiene and Clean -Up
bleach/water solution
hand cleanser
paper towels
protective clothing
eye protection
rubber gloves
towels and rags
Miscellaneous
Patience and good humor!
tape measure

Maintenance Checklist
Advaf Tex°Treatment Systems
While regl nal regulations may vary, Orenco Systems requires that the following Inspection and maintenance
activities I a performed, by a qualified provider, on all AdvanTex° Treatment Systems sold. All activities are to be
per -forme three -to -six months after system start-up; and an annual fleid-service inspection. Including sam-
pling, is t( be scheduled In late spring or In early summer. For AXN systems, there Is to be a minimum of four
Inspectio s during the first two years, and then annual Inspections thereafter. Copies of Inspection and main-
tenance r ports and additional comments/documentation are to be forwarded to the AdvanTex" Dealer, or
If no Deak r, to Orenco Systems, 814 Airway Avenue, Sulherlin, OR 97479.
Mainter ance Activity Activity Check-Off/Notes
A) Inspec Control/Alarm Panel
1) Chei k pump operations In manual mode ❑
2) Che Wrecord pump amperage and voltage ❑
3) Chec k timer settings ❑
4) Flecc rd elapsed time meter and counter readings (If applicable) ❑
5) Coril rm operation of audible and visual alarms ❑
B) Inspoc1rest Pumping System
1) Verff, no leaks in riser ❑
2) Insp ct splice box for moisture and secure connections ❑
3) Verif, condition of and correct operation of all floats ❑
4) Verif, neat wrap of float cords ❑
5) Pull ump and clean Intake screen If necessary ❑
6) Visu illy Inspect recirculating splltter valve and liquid level ❑
C) Insp
t Effluent Filters/Pump Screens
1) Clea as needed ❑
2) Visu Iilly Inspect and comment on blomet growth ❑
D) Inspec{t Processing Tank
1) Verl no Inlet flow ❑
2) Insp 3ct liquid depth, odor, scum color, effluent characteristics ❑
3) Mea ure sludge and scum; recommend lank pumping. If necessary ❑
E) Inspect AdvanTex® Filter
1) Insp ct for ponding; assess character and color of biomat ❑
2) Cho k squirt height ❑
3) Verify proper orifice position, equal spray under orifices, no clogged orifices ❑
4) Cho* for odors; adjust recirculating time If necessary ❑
5) Clea i and flush manifold (if necessary) ❑
6) Re-c heck squirt height ❑
7) Insp 30t fan Intake vent and clean as necessary (AdvanTex•-RX only) ❑
F) Miscel aneous
1) Exe Isa all Iron, metal, and mechanical valves ❑
2) Fiatrn valves, control panel to proper settings ❑
3) Sub It required documentation 0

Field Maintenance Report Form
Person Calling:
Date rime Call
Phone:
Service Calls
Type of System:
Meter Readings (refer to ETM/CT Log & Worksheel)
Days Since Last Reading:
Today's CT.
Today's ETM:
Frequency (CT/Days):
❑ Normal • High D Low
Duration (Mln./Cycle):
O Normal • High ❑ Low
Typical average dally flow:
Typical average weekly flow:
Pump Test
Pump Yl: Tank Pump
Voltage at Rest:
Voltage while Pumping:
Amps whlle Pumping:
Pumping Head (Ft):
Shutoff Head (Ft.):
Drawdown Time (Min. & Sec.):
Drawdown Depth (Inches):
Pump H2: Discharge Pump
Voltage.al Rest:
Voltage while Pumping:
Amps while Pumping:
Pumping Head (Ft.):
ShutoffHead(Fl.): ..
Odor
Normal: ❑ Musty ❑ Earthy ❑ Moldy
Pungent: ❑ Sulfite D Cabbage ❑ Decay
Method of Detection:
Squirt Haight:
Valve Position at Departure
Hose & Valve Assembly: D Open ❑ Closed
End of Laterals: ❑ Open D Closed
Control/Alarm Switch at Departure
MOA: ❑ Manual ❑ OIf ❑ Auto
CB: ❑ On ❑ 0ff
Repalr:
Operator Responding:
Date/flme Responded:
Total Field Time:
Total Travel Time:
Alarm Call Addendum
Conditions Leading to Call
❑Alarm
❑Tank Overflow
• Odor
❑ Surface Runoff
❑ Noise
❑ Sewage Backup
❑ Other:
Odor
Normal: ❑ Musty ❑ Earthy ❑ Moldy
Pungent: ❑ Sulllte ❑ Cabbage ❑ Dacay
Date/rlme Discovered: /
Method of Detection:
Alarm
• High Liquid Level
❑ Low Liquid Level
❑ Of(
Tank Liquid Level
❑ Normal
• High
❑ Low
Cause of Malfunction
Pump
❑ On
❑ Ott
Circuit Breaker
❑ On
❑ Off
❑ Tripped
❑ Switched
Mechanical
Physlcal or Process -Related
❑ Control Panel
❑ Power
❑ Pump
❑ Back Pressure
0_Eloat.Swllch
..D Alr.Bound
D Screened Vault
D Sludge & Scum
❑ Hose & Valve
D Clog
❑ Check Valve
• Infiltration/Inflow
❑ Building Sewer
❑ Extlltratlon
❑ Service Line
• Siphoning
❑ Other:
• Other:
Replace:

Field Sampling Report Form
Dale: _
Inspector:
Address: .
System Ty
The follow ng effluent tests can be easily and routinely performed In the field. Perform annually, or as frequently
as necess ry per the methodology Indicated. For AXN systems, there Is to be a minimum of lour sampling
events the first two years and then annual sampling thereafter. Record your results/observations In the space
provided;
Clarity
Odor
Oily film
Foam
pH
JTUs
glass co
beaker,
Methodology Typical
Visual' Clear (16t JTUs or
NTUs)
Sniff Non-offenslve (no
smell of rotten eggs
or cabbage; a musty,
earthy, or moldy odor
Is normal)
Visual; Inside tank None (no red, blue,
green, or orange
sheen)
Visual; Inside lank None
Field 6-9
Field Observations Pro -Test Lab Concurrence
Signature
Field Sampler
Date:
Signature
Lab Technician
�r_clarity;.senviee providert can carry a lab prepared samplabonle or. bottler-with.known turbiditier.of 15
130 JTUs, to compare agaimt, or can ate a portable turbidity meter. Always put effluent sample in a clear
iner or beaker to evaluate clarity. Usinga small, removable sticker, write the date, place it low on the
d photograph for documentation.
To checkkr odor, service providers can simply nuffthe effluent sample with the eusittanee ofan olfactory snifter
device anWor tu66de odor measuringpacket. Whenever pouible, interview tyttem men about odor occunances and
request ta'ri aoutancr in verifying or detecting odors.
i

ETM/CT Log & Worksheet
Electronic Time Meter Log
Comments;
Cycle Log
Co

o { ,..
., 2,7::.

IMili
WOMMMk;
Appendix: The Nitrogen Reduction Process
and Key Indicators
The Process
Nitrogen removal (or "nitrification/denitrifica-
tion") is a biochemical process in which ammo-
nia is converted to nitrate (nitrification) (2NHr
converts to 2N0, + 3Hr0) and then reduced
through bacterial action (denitrification) to nitro-
gen gas, which can be released harmlessly to the
atmosphere.
During the nitrification process, about 9 parts
oxygen are consumed in converting 2 parts
ammonia to nitrate. Therefore, depending on
the concentration of ammonia, a considerable
amount of air may be needed. Other processes,
like biological (BOD) reduction, may occur
simultaneously and further elevate the demand
for aeration, especially if the organic level is
suitably high.
In an abundance of air, all the aerobic or faculta-
tive microbes compete for their share of oxygen.
When the organic concentration is high, the
microbes that oxidize organic matter, primarily
the heterotrophic bacteria, are aggressive and
tend to outcompete other microbes for the avail-
able free oxygen in solution. The oxidation of
ammonia is accomplished by amotrophic bacte-
ria, which do not have as aggressive of a growth
rate, so if there isn t an abundance of oxygen,
nitrification suffers. Consequently, the nitrifica-
tion process usually lags until the organic concen-
tration is depleted or until sufficient oxygen is
present. At a 2.5;1 BOD/TKN ratio, the nitri-
frers may only make up about 10 percent of the
microbial population. At 0.5tI BODITKN, the
nitrifrers make up about 35 percent of the popu-
lation.
In a filtering process, the filter column must be
deep enough, or the Filter media must be efficient
enough at Filtering organic particles, to deplete
organic concentrations to a level in which a suffi-
cient population of nitrifrers will be sustained.
The physical (dimensional) features of the Filter
will vary depending on the medias characteristics
— void ratio, moisture holdirig capacity, and
Tankage, surge capacity, application rates, and
loading characteristics are other design considera-
tions that play a role in the sizing of the filter unit.
Performance Indicators
To judge the nitrogen -reducing performance
(or potential) of arty wastewater treatment
system, be sure to check the following perform-
ance indicators; .
Clear, Odorless Effluent
Simple, "see and sniff' tests can be performed
easily in the field, Effluent from packed bed
filters (recirculating textile filters, recirculating .
sand filters, intermittent sand filters) that are
performing well should be clear (with turbidity
520 NTUst) and odorless.
Tests for Ammonia and Nitrate Nitrogen
If your system is oxidizing ammonia to nitrate
(nitrifying), lab tests should measure relatively
low ammonia levels and relatively high nitrate
levels in the filtrate. Because nitrification
responds to many'and varying conditions within
the aerobic treatment processes, ammonia and
nitrate nitrogen levels in the filtrate are the most
ideal constituents to watch for any changes in
performance. Start-up times can be plotted,
optimum retire ratios can be gauged, cleaning
Frequencies can be predicted, and nonvisible
clogging or saturation detected by watching
either of these constituents.
BOD
The nitrification process tequires oxygen,
which is why nitrification is enhanced when
BCD is extremely low, Measures of filtrate
BOD should be <15 mg/L, although higher
BOD may not necessarily correlate with low
levels of nitrification.
Dissolved Oxygen
Dissolved oxygen also provides critical informa-
tion with which to diagnose how well a system
is performing. Measures of Dissolved Oxygen
Should be in the range of 2.5 to 6 mg/L. If the

DO level drops, the degree of nitrification will
normally ¢rop as well, which could be a sign
of blindi4 or saturated flow conditions — any-
thing thatlmighr inhibit free air from flowing
into the 4cem. (Though its quite possible to
have low Qltrate DOs and still have high effluent
quality, asimeasured by BOD and TSS levels.)
i
Bioloyicall Growth on Filter
With "FIXI fill' treatment systems, biological
growth oni the filter media is natural. The biomat
should a+ar light -brown to dark -brown in
color and gelatinous in texture.
Influent 4haracterlstles
Influent 6aracaeristics will greatly affect the
amount of nitrogen reduction that is possible
from any wastewater treatment system.
I rmal residential nitrogen loads,
pH: Porn
pH typica*y needs to be 6-8.
Alkalinity, Alkalinity is essential for nitrification.
For each part ammonia chat is nitrified, 7,14
parts alkalinity are consumed (buffering the
acidity ca ' ed by the release of hydrogen ions),
Conseque dy, if the degree of nitrification is less
than expe fired, it could simply be that there isn't
sufficient Okalinity to support more. Typical resi-
dential nitrification requires alkalinity above 2501
mg/L for circulating processes and double that
for single t ass processes, Many wartewatermrams
do not have sufficient alkalinity to support complete
niv ificatiol i.
Wastewatek streams without sufficient alkalinity
to suppord complete nitrification may, depending
on the typ of process, cause a depletion in the
alkalinity I the point where the pH correspond-
ingly drop to a level that causes the microbial
activity to begrade (<Gt). Recirculating the efflu-
ent helps, Since half the alkalinity can be restored
in the rechIc or process tank, wherever denicrifica-
tion occuidI (and adjusting the retire ratios may
also bring Fhe pH back to preferred operating
levels). But wastewaer streams that are alkalinity -
starved caif't provide for 100% nitrification.
The use dhow Flush fixtures requires special
consideration. Low flush fixtures tend to reduce
hydraulic loads, which causes elevation of
wastewatelconstituents (i.e., BOD, TSS, TIW,
etc.). In this case, the available alkalinity in the
water supply may not be adequate to accomplish
the full level of nitrification desired.
These constraints exist for all wastewater treat-
ment operations, regardless of whether the
operation involves a suspended growth contact
stabilization process or an attached growth
packed bed filter. Packed bed systems will per-
form better, especially if they have a large
attached growth surface area per unit volume
ratio, because of the micro -sites near the attached
side of the biomat, where denitrification typically
occurs, returning some of the alkalinity. Textile
packed bed filters, because of their large surface
area per unit volume ratio, tend to perform even
better. Nevertheless, additional buffering may be
necessary to accomplish the level of nitrification
desired.

OD
amps
alkalinity
AWG
BCD,
CB
cfm
CT
dfa.
dill.
DO
EC
ETM
F
FC
ft.
H,0
hp
I&I
Interv.
JTU
gal,
G&G
Abbreviations & Definitions
Three dimensional (typically refers
to a drawing)
Amperage
Alkalinity Is not a specific polluting
substance, but a combination of
factors, it is the ability of water to
neutralize an acid, and is due primari-
ly to the presence of carbonate (see
pH). Alkalinity Is also essential for
nitrification (for each part ammonia
nilrifled, 7.14 parts alkalinity are
used.) Insufficient alkalinity will result
In Incomplete nitrification.
A series of Orenco's AdvanTex'
Treatment Systems, AX stands
for.Allgned Textile (hanging style)
treatment media,
American Wire Gauge
Five-day biochemical oxygen demand
Circuit breakers
Cubic feet per minute
Counter (a device that counts)
Diameter
Differential
Dissolved oxygen
E, Coll (escherlchla call)
Elapsed time meter
Fahrenheit
Fecal collform bacteria
Feet
Water
Horsepower
Infiltration and Inflow
Intervening
Jackson turbidity unit
(see turbidity unit)
Gallon
grind
gpm
grab sample
min.
Minute(s)
mg/L
Milligrams per liter
Mode 1
AdvanTex' Treatment System
configuration in which the textile
filler's filtrate returns to the outlet end
of the processing lank
Mode 8
AdvanTex° Treatment Syglem
configuration in which the textile
filter's Illlrate returns to the inlet and
'
of the processing lank
MOA
ManUBVOn/011 switch in control panel
NEC
National Electric Code
NH,
Ammonia gas
.NH,
Free ammonla
NO;
Nitrite
NO,
Nitrate
NTU
Nephelometrlo turbidity unit
(see turbidity unit)
0&M
Operation and maintenance
pH
pH Is a measure of the activity of
hydrogen Ions. A pH of 7.0 Indicates
neutrality, greater then 7.0 Indicates
alkalinity, lower than 7.0 Indicates
acidity. Overall pH ranges from 0,0
to 14.0.
prev.
Previous
psi
Pounds per square Inch
PVC
Polyvinyl chloride
reciro
Recirculating
RSV
Recirculating Splltter Valve
RSV2Q
Recirculating Splitler Valve,
2° diameter, with Quick Disconnect
RX
A series of Orenco's AdvanTex° .
Treatment Systems. RX stands
for Random Textile (chip style)
treatment media,
Fats, oils, and grease (ake FOG). Fats
and oils are the third major compo-
nent of foodstuffs. The term."grease"
as commonly used Includes the fats,
oils, waxes, and other related con-
stituents found In wastewater. Fats
and oils are contributed to domestic
wastewater In butter, lard, margarine,
and vegetable fats and oils. Fats ere
also commonly found In meats, In the
germinal area of cereals, In seeds, In
nuts, and In certain fruits. Fats are
among the more stable of organic
compounds and are not easily
decomposed by bacteria.
Gallons per day
Gallons per minute
An Individual discrete sample
collected over a period of time not
SMOG
Sludge Measuring Optical Gauge
SMUG
Scum Measuring Optical Gauge
STEP
Septic Tank Effluent Pump
STEP System
Used to refer to an effluent (pressure)
sewer
TDS
Total dissolved solids
TKN
Total KJeldahl nitrogen (organic and
ammonla nitrogen)
TP
Total phosphorus
TN
Total nitrogen (organic end ammonla
nitrogen, plus nitrite and nitrate
nitrogen)
TSS
Total suspended solids
turbidity unit
A measure of particulate and color In
water and wastewater streams
V
Volts

Notes

(Record In Pencil)
Property Address
Property Owner Name s)
Property wer Phone
Property Owner E-Mal
Record of System Facts
Dealer Name
Dealer F' one
Engineer ame
ngneer hone
start- p Date
nsla� ame
vanTex ode _
AdvenTex' Sena um er on filler po
Contro Pane ode N
RoalP d de its F--
Pump s o e N s
Pump(s) Design Specificallons:
gpm gpm
Design Flow —
Tank s size s
ljac rc et o atart•up _ -
Rec ro T mar Sett ngs
Tharge Timer Sett ngs w en app ca a)
Gila squ rt e g t
D spersa at o
Dirrribured by.,
En—staffarPliOnO
Service Provi er ame
Service Provider Phone -
Regulatory utiorty
permit q (I app ca a
Contact ame
Contact P one
�dret��A�e°
AdvenTex
Treatment System
Orenoo Systems'
AXN Models mae(
Inoorporated
the requlremen(s
Chmgng,b, Why,h,
oIANSI-NSF
IOrdl Doe WWIY 111'
Standard 40 for
1.600-34e-9943
Class l Systems,'
www_.orenoo.00m

SYSlI,EM INSTALLATION
1. INSTALLATION GUIDELINES
All Gebflow drip systems require:
100 m'44cron / 150 mesh filter
Filter fllush valve
Field fjush valve and
Air vet7t in each zone
All W4steflow Classic drip systems require pressure regulation Handld your dripline and components with care. ROOTGUARDo is temperature sensitive. To assure
a long Iilife store the drip line out of direct sunlight in a cool place. This should be a consideration
when installing the, system in very hot and sunny areas. Your system life span will be increased if it
is buri¢d all extra two or three inches below the soil surface, to avoid the warm temperature
exlrenies.
a) All dripfield construction shall be done in accordance with Local rules and regulations.
b) No utilities, cable wire, drain tile, etc shall be located in dripfield.
c) Felice off entire dripfield prior to any construction.
d) Syktem is not to be installed when ground is wet or frozen.
e) Divert all downspouts and surface waters away from dripfield or into curtain drains.
f) Expavation, filling and grading should have been finished before installation of the subsurface
drip system.
g) Besure you have everything required for the installation before opening trenches. Pre -assemble
as many sets of components as practical above ground and in a comfortable place. Compression
or Lockslip adapters should be glued to PVC tees, riser units should be pre -assembled, the sub-
mdin manifold with tees can be pre -assembled and used to mark the beginning and end of
WA.STEFLOW lines.
h) FoIt particularly tough soil conditions moisten the soil the day before opening trenches or
installing WASTEFLOW. Remember it is much easier to install the system in moist soil. The soil
should be moist but still should allow the proper operation of the installation equipment and not
cause smearing in the trenches. The soil surface should be dry so that the installation equipment
maintains traction, - -"
i) Mirk the four corners of the field. The top two corners should be at the same elevation and the
bottom two corners should be at a lower elevation. In freezing conditions the bottom dripline
myst be higher than the supply and return line elevation at the dosing tank.
j) Install a watertight dosing tank. In freezing conditions the dosing tank should be at the lowest
elevation of the entire system. Install a watertight riser on the dosing tank if necessary.
k) Determine the proper size for the supply and return manifolds. See Worksheet line (L).
r and
l) stake of the d spersal field. Please om lre err to your State guidelines for depth sing tank, up hill through one eof bu mole upper corner
m) Paipt a line between the two remaining corner stakes.
I
I
IGeoflow Design and Installation Manual
16

n) Install the GeeflOW WASTEFLOW dripline from the supply line trench to the painted line,
approximately 6" to 10" deep as specified. Upon reaching the painted line, pull the plow out of
the ground and cut the dripline I' above the ground. Tape the end of the dripline to prevent debris
from entering. Continue this process until the required footage of pipe is installed. Geoflow
to specification (2 ft. is standard). Depth of burial of dripline
dripline must be spaced according
must be consistent throughout the field. Take care not to get dirt into the lines.
o) Install the supply header with lees lined up at each Geoflow line. Hook up the Geoflow lines to
the supply header. Do not glue WASTEFLOW dripline.
Installing Lockslip fittings
a) Hold the fitting in one hand and position the tubing with the other hand.
b) Move the sleeve back, and push the tubing onto the exposed stem as far as possible.
c) Push the sleeve out over the tubing and thread the sleeve onto tubing, as though
Lightening a nut to a bolt. Hand tighten. Do not use tools.
p) Install the Vortex filter and filter flush valve, or install the pre -assembled Head
worlcs between the
field and the pump tank on the supply line. *Insulate the box in freezing conditions.
q) If using a pressure regulator, install it downstream of the filter or Headworlcs, just ahead of the
dispersal field, on the supply line. Although the pressure regulator can be buried directly into the
soil, it is preferable to install it inside a small valve box for easy access. *Insulate the box in
freezing conditions.
r) Install the floats in the dosing tank and wire up to the timer control. The timer control should be
set to pump no more than the design flow, do not set to match the treatment capacity.
s) Install the pump. Fill the dosing tank with fresh water and turn on the pump. Check for flow out
the ends of all of the Geoflow lines, Let the pump fun for about five minutes to flush out any
dirt. Shut off the pump and tape the ends of the lilies.
t) Dig the return header ditch along the line painted on the ground and back to the pre-treatment
tank. Start the return header at the farthest end from the dosing tank. The return line must have
slope back to the treatment tank or septic tank.
u) Install the return header and connect all of the Geoflow lines. Care must be taken not to kink the
dripline,
v) Install air vacuum breakers at the highest points in the dispersal field. Use pipe dope or Teflon
tape and hand tighten.
w) Install a ball or solenoid field flush valve on the return line to the pretreatment or pump tank
- unless a pro-assi;Frlbled Wasteflow Headworks is being dsed.IFa HetiNorks was installed on the
supply line, connect the return line back through the Headworlcs box. Open the field flush valve
and turn on the pump to flush lines then close the valve and check the field and all piping and
connections for leaks. Turn off the system
x) Turn on the pump and check the pressure at the air vacuum breaker(s). It should be between 15
to 45 PSI. Check the pressure in the WASTEFLOW Headworlcs if used. It should be five psi or
higher, if using a manual valve for field flushing, crack it open until at least one PSI is lost or
design pressure is reached and leave in that position.
y) Check the filter for construction debris and clean.
z) Provide owner with final as -built diagrams, flow measurements and pressure readings at startup.
17
2003

ve Installatua❑ anu u ........
nlet
a) Wrap male adapters with 2 wraps of Teflon tape and threadghe adapters
damahe to thee valve, valve.
and outlet I turn past hand tight. CAUTION: over tightening lv may g
The solenoid is located on the downstream side of the valve.
b) Using watertight connectors, connect the valve common and an individual output wire to the
solenoid leads.
c) Flush the laterals by opening the internal manual bleed lever on the downstream side oft e
solenoid. Turn the flow control stem fully open (counterclockwise)for flow control models.
d) Close the internal manual bleed after flushing the system.
Geoflow, Design and Installation Manual
a

I
W RKSHEET 3- AS BUILT SYSTEM DESCRIPTION.
1. Site name:
2. Site address including State:
3. Dripfield designed by:
4. Dripfield installed by:
5. Date of installation:
6. Daily design flow: gpd'
7. Soil percolation rate: No
8. Is there secondary treatment on this job site? Yes
If "Yes" to question 8 above, please name manufacturer and modelf more than one zone, please
9. Number of zones in dripfield: part number, type):
describe valve (size, manufacturer, p
10 Amount of dripline installed in each zone: ft Zone 4 ft.
Zone 1 ft. Zone 2 ft. Zone 3
11 Wasteflow dripline model number Wor description:
12 Flow rate per zone:
Zone 1 gpm. Zone 2 ' gpm. Zone 3 gpm. Zone 4 gpm.
13 Depth dripline installed below grade:
inches
14 Pump manufacturer, model number and number of pumps:
15 vortex filter model number Wor description:
If more than one zone, do the zones (a) share one filter or (b) each have their own filter?
16 Pressure in each zone:
Zone 1 psi Location pressure measured:
Zone 2 psi Location pressure measured:
Zone 3 psi Location pressure measured:
Zone 4 psi Location pressure measured:
17. Size (diameter) of feed manifold: inches. Depth of feed manifold: inches.
18. Size (diameter) of flush manifold: inches, Depth of flush manifold: inches.
19, Size of filter flush valve: inches. Is filter flush valve manual or automatic?
20. Size of field flush valve: inches. Is the field flush valve manual or automatic?
If more than 1 zone, do the zones fib) valve share 1 flush r
does each zonehaveit's own flush valve?
21. Was any fill material supplied on the dripfield? �—
If' yes" to 21 above describe fill quality and quantity added.
22. Please provide owner with as -built drawings, including but not limited to direction of drip lines,
location of air vents, pressure regulators if applicable, Headworks (filter and valves) and pump
tank.
2003
19

DRIP INSTALLATION METHODS
.B E 3. SUBSURFACE
)TE Disturbing the soil may effect the pore structure of the soil and create hydraulic conductivity
engineer before making the
oble. s. Please consult with your
soil scientist or professional
;tall tion technique decision.
NS TION METHOD
ADVANTAGES
DISADVANTAGES
a) and Trenching
Handles severe slopes and
areas
•Labor intensive
confuted
Uniform depth
• Disrupts existing turf and ground
• Back fill required
b) cillating of vibrating
Fast in small to medium
Depth has to be monitored closely
Cannot be used on steeper
p ow. Use the type that
i sorts the dripline
installations
• Minimal ground disturbance
• No need to back fill the trench
slopes(>20%o )
Requires practice to set and
d rectly in place, not one
operate adequately
t at pulls the dripline
Tends to "stretch' pipe.
tl rough the soil.
Shorter runs are required
c) Trenching machine
• Faster than hand trenching
• May use the I" blade. for
Slower, requires labor
Disrupts surface of existing turf
most installations
• Back fill required
• Uniform depth
The installation tool is designed
d) T actor with dripline
Fast
• Little damage to existing turf
specifically for this purpose.
i ertion tool - see
di gram 2. below.
because of the turf knife
• Minimal ground disturbance
• Does not stretch drip line
• Adaptable to any tractor
e) Ti actor mounted 3-point
• Fastest. Up to four plow
Suitable for large installations only
In ch insertion
attachments with reels
• A packer roller dumps back
in plernent
soil on top of the pipe
Ding. 2 Installation Tool
i
IMP
'Q
Ina
a
20
Geoflow Design and Installation Manual

damage because,
.- d drip systems
fros
ease
Bin
a ves are provided. The dripl'meeitself
dr ins through the emitters so will not bstmade of polyethylene and not susceptible tolfreezing. I[ rain
e full of water after pumps are turned off. Please follow these
Manifolds, supply lines and return lines must be sloped back to their respective dosing or
mantfoldstmust beThese
msula[ed or buneddrain
below frost -line. Be y, Under sure drareme inrvalvvns return e on flushline
supply
remains open long enough for entire field to drain.
Remove the check valve at the pump.
including Headworks box or filter and field flush valve boxes as
Insulate equipment boxes,
sure regulator and air vacuum relief valves. Use closed -cell
well as zone dosing valves, pres
insulation such as Perlite in a plastic bag.
In severe freezing conditions, use heat tape or small heater in the Headworks box.
The top of air vacuum relief valves must be no higher than soil surface.
If using an index valve to split field zones, be. sure it is capable of self -draining.
WASTEFLOW lines will self -drain through the emitters into the soil. If the cover crop over the
dripfield is not yet adequately established, add hay or straw over the field for insulation.
Mark the valve box with a metal pin so you can find it in the winter when covered in snow.
If using manual filter flush valves or manual field flush valves, they should be left cracked
open slightly to provide for rapid drainage of the flush line in freezing conditions.
Vields dosed with relatively small quantities of effluent are more likely to freeze than those
dosed with design quantities. If winter use is less than summer use, then only use proportional
number of fields to maintain water application rates in the field being dosed.
21
2003 '�"•�••

SYS EM MAINTENANCEllancis
g stems or systems with a BOD >
The b st way to assure years of trouble free life from your system is to continuously monitor the
syste and to perform regular maintenance functions. For r a sy
30 eg ion a mamaintenan mtshouI be performed every six months s with a BOD < 30 mg/1
)U INE AND PREVENTATIVE MAINTENANCE
l) emove the spin filter and install a clean cartridge. Clean the used filter cartridge back at the
d be
hop Withria aP1buildup isra problem shwetladviseter tfi sit try'ingridge llye, and if tile ned tpt problem persom the ists,rsoak the
titer cartridge in a chlorine bath - a mixture of 50%bleach and 50%water.
2) pen the field flush valve and flush the field for 3-5 minutes by activating the pump in
hould alwaystbe inChe horizontal positionlose the flush valve. n automatic and the dial on top should bevalves hf free spinnitte manual lged lever
lockwise rotation closes valve
3) ith the pump in the "manual' position, check the pressure in the drip field t using a
re
gauge on the schraeder valve located on the air vents and by reading the pressure
auge located in the Wasteflow Headworks box. The pressure should be the same as shown on
lie initial ompletelinandlatio then open the. On systems with valve slightly ghtly untilrtherelislas1-2 psi drop or desh valves, close the ign) pressure Isd flush ve
eached• This will allow the field to drain after each dose to prevent the manifold lines from
reeuug•
4) emove the lids on the vacuum beaker and check for proper operation. If water is seen
aking from the top of the vacuum breaker, remove the cep of the vacuum breaker and press
own on the ball to allow any debris to be flushed out. Be careful not to come in contact with
e effluent.
5) um off the pump and reset the controller for auto mode•
6) eriodically remove and clean the air vents, field flush and filter flush valves.
7) isually check and report the condition of the drip field, including any noticeable wetness.
tinely and maintained when necessary
g) reatment and distribution tanks are to be inspected rou
i accordance with their approvals.
9) ecord the elapsed time meter, pump counter, override counter, high-level alarm and power
it„res. This information can be obtained from the controller.
i
IGeoflow Design and Installation Manual

H ME OWNERS GUIDE FOR CARE AND MAINTENANCE OF GEOFLOW DRIP
D PERSAL FIELD
A rip dispersal system has been installed on your property for the subsurface dispersal of the
of uent from your home.
T e drip dispersal system consists of a series of 1/2" diameter drip tubing installed at a shallow depth
of 8-10"below the ground surface. It is designed to effectively disperse of the treated effluent in the
gr and with a combination of soil absorption and plant uptake. Your drip dispersal system will
fu ction for many years with only minimal maintenance being required, provided the following
re nmmendations are followed:
Establish landscaping (preferably a grass cover) immediately. This will stabilize the soil and
allow for the vegetation to take up the water.
Do not discharge sump pumps, footing drains or other sources of clear water to the system,
except for the effluent discharge from your treatment system.
Maintain all plumbing fixtures to prevent excess water from entering the dispersal system.
Do not drive cars, trucks or other heavy equipment over the drip dispersal field. This can
damage the drip components or the soil and cause the system to mal-function. Lawn mowers,
rubber wheeled garden tractors and light equipment can be driven over the drip field.
Do not drive tent stakes, golf putting holes, croquet hoops etc., into the dispersal field
Contact your service company if your high water alarm should sound. The pump chamber is
sized to allow additional storage after the high water alarm sounds but you should refrain from
excessive water usage (i.e., laundry) until the system has been checked,
After a temporary shut down due to a vacation or other reason, the treatment plant ahead of the
drip field filter, initially may not function effectively, resulting in the filter blocking.
A your service company if you notice any areas of excessive wetness in the field. In most
this is usually caused by a loose fitting or a nicked dripline and can be easily repaired. Note:
may be some initial wetness over the driplines following the system's installation. This should
once the ground has settled and a grass cover is established
23
2003

SHOOTING GUIDE:
ptom: alarmh water mriodl a normal es/ leek). During other times the
water level the pup chamberis a
cause: Peak water usage (frequently laundry day) is causing a temporary high water
condition to occur.
medy: Set timer to activate the pump more frequently. Be sure to not exceed the total
design now. To avoid this, reduce the duration of each dose.
:medv: Provide a larger pump tank to accommodate the peak flow periods.
mptom: High water alarm activates during or shortly after periods of heavy rainfall.
le cause: Infiltration of ground/surface water into system.
Remedy: Identify sources of infiltration, such as tank seams, pipe connections, risers, etc.
Repair as required.
ptoln: High water alarm activates intermittently, including times when it is not raining or
when laundry is not being done.
cause: A toilet or other plumbing fixture may be leaking sporadically but not
continuously, Check water meter readings for 1-2 weeks to determine if water
usage is unusually high for the number of occupants and their lifestyle, Also
determine if water usage is within design range.
:medy: Identify and repair fixture.
ptom: High water alarm activates continuously on a new installation (less than 3 months
of operation). Inspection of the filter indicates it is plugged with a gray colored
growth, Water usage is normal.
cause: Slow start-up of treatment plant resulting in the presence of nutrient in the effluent
sufficient to cause a biological growth on the filter. This is typical of lightly loaded
treatment plants that receive a high percentage of gray water (i.e., from showers
and laundry).
:medy: Remove and clean filter cartridge in a bleach solution._ Add a gallon of household
bleach to pump tank to.P.Ag e_otganics. Contacmeatment plant manufacturer for
advice,on speeding up the treatment process possibly by "seeding" the plant with
fresh activated sludge from another treatment plant,
ptom: Water surfaces continuously at one or more isolated spots, each one foot or more
in diameter.
cause: Damaged drip line or a loose connection is allowing water be discharged under
pressure and therefore at a much greater volume than intended.
:medy: Dig up drip line. Activate pump and locate leak. Repair as required,
cause: If water is at base of slope, can be caused by low -head drainage.
;medy: Install check valves and airvents in the manifolds to redistribute water in the
system after pump is turned off. This is not advised for freezing climates where
manifold drainage is required.
24 I Geoflow Design and Installation Manual

Symptom: A portion of the drip field closest to the feed manifold is saturated while the rest of
the field is dry.
Bible cause: Insufficient pump pressure. A pressure check at the return manifold indicates
pressure of less than 10 psi,
Remedy: Check filter and pump intake to insure they are not plugged. If they are, clean as
required.
Remedy: Leaks in the system may be resulting in loss of pressure. Check for water leaks in
connections and fittings or wet spots in the field. Also check air vents to insure
they are closing properly. Repair as necessary,
Remedy: Pump is worn or improperly sized. Pressure at feed manifold in less than •15 psi.
Verify pressure requior larger
rements of system and provide a new gr' pump. As an
alternate approach, the drip field may need to be divided into two or more zones.
ssible cause: The duration of each dose is of insufficient length to allow the drip field to become
pressurized before the pump shuts off (or runs for only a brief time before turning
off).
Remedy: Increase the pump run time and decrease the frequency of doses. Always calculate
(or observe during field operation) how long the system takes to fully pressurize
and add this time to the design dosing duration.
Symptom: High water alarm begins to activate continuously after a long period (1-2 years) of
normal operation. Inspection of the filter indicates it is plugged with a heavy
accumulation of sludge.
sibte cause: A buildup of solids in the pump tank due to carryover from the treatment plan[.
Remedy: Replace the filter cartridge with a clean cartridge. Check the pump tank and if an
accumulation of solids is noted, pump the solids out of the pump tank. Also, check
the operation of the treatment plant to insure it is operating properly.
Symptom: Water surfaces at several spots in drip field during dosing periods. Installation is
recent, less than 6 months of usage and the soil is a moderate to heavy clay.
Possibly, the installation was completed using a non -vibratory plow.
;sible cause: Smearing of the soil may have occurred during installation of drip line. Also, the
`but' resulting from the installation allows an easy path for the water to surface
during dosing.
Remedy: In most cases -the -sod will compact naturally around the, drip line and the surfacing
will diminish and ultimately cease. To help, reduce the duration of each dose and
increase the number of doses/day. Also, it will help to seed the area to encourage
the development of a good root zone.
25
2003